town of arlington request for designer proposal …

RFP for Designer Services Hardy School Addition _______

TOWN OF ARLINGTON

REQUEST FOR DESIGNER PROPOSAL (RFP)

RFP #17-36 HARDY SCHOOL ADDITION

1. Introduction, Construction Cost, Fee and Availability of RFP The Town of Arlington, Massachusetts, (“Owner”), acting through the Permanent Town Building Committee (PTBC) is seeking the services of a qualified “Designer” within the meaning of the Massachusetts Designer Selection Law M.G.L. Chapter 7C, Sections 44 through 58, to provide professional design and construction administration services as outlined in this RFP for the Hardy School Addition (“School”) 52 Lake Street, Arlington, Massachusetts (“Project”).

The Owner is seeking design services which will include the schematic design, design development, construction contract documents, bidding, award of construction contract(s), construction administration, final closeout and warranty period for the Project. Pursuant to M.G.L. Chapter 7, Section 40N, and the Owner’s Affirmative Action Plan, the Minority/Women Business Enterprise Plan and the Supplemental Equal Employment Opportunity Anti-Discrimination and Affirmative Action Program the Designer must agree to contract with minority and women-owned businesses as certified by the Supplier Diversity Office (SDO) formerly known as the State Office of Minority and Women Business Assistance (SOMWBA). The amount of participation that shall be reserved for such enterprises shall not be less than seventeen and nine tenths percent (17.9%) of the contract price for combined minority business enterprises (MBE) and women-owned business enterprises (WBE). Applicants must include a reasonable representation of both MBE and WBE firms that meets or exceeds the combined goal. Proposed MBE/WBE participation plans that include solely MBE or solely WBE participation, or do not include a reasonable amount of participation by both MBE and WBE firms to meet the combined goal, will not be considered responsive. Applications from MBE and WBE firms as prime designers are encouraged. Where the prime Designer is an SDO certified MBE or WBE, the Designer must bring a reasonable amount of participation by a firm or firms that hold the certification which is not held by the prime Designer on the project. The minority and women-owned business enterprises must be selected from those categories of work identified in Section 6 of this RFP or be assigned to tasks required under Basic Services as specifically set forth in the Contract for Designer Services as amended. Applicants are strongly encouraged to utilize multiple disciplines and firms to meet their MBE/WBE goals. Consultants to the prime Designer can

RFP for Designer Services Hardy School Addition

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team within their disciplines in order to meet the MBE/WBE goals but must state this relationship on the organizational chart (Section 6 of the designer application form). For additional information on Designer qualifications see Sections 5 in this RFP. The estimated total construction budget for the Project is $ 2,700,000. The fee for the project is not to exceed $350,000.

The complete Requests for Designer Services, including attachments, may be downloaded on or after 12:00 PM on May 31, 2017 from the Town website, reference: RFP #17-36.

The Town website is: http://www.arlingtonma.gov/purchasing. Please send email notification to Domenic Lanzillotti @[email protected] upon downloading the RFP in order for the Owner to have a record of who has downloaded the documents.

2. Project Description and Objectives The Hardy School is located at 52 Lake Street. It is located in a residential neighborhood in East Arlington. The structure is three floor levels, with play structures and a parking lot on site.

The existing school is overcrowded and the Town has determined that a three story, six classroom addition is necessary to meet the needs of the student population. Project Objectives include:

• Reviewing the documentation of existing conditions at the Hardy School; • Reviewing the conceptual design previously developed by HMFH architects, and its

constructability; • Engaging with the community to integrate addition with existing building and site. • Collaborating with the OPM to develop a detailed comprehensive Project Schedule to achieve

specified start and completion milestones. The Project Schedule anticipates a construction start in November 2017 and completion in time for occupancy of the School for the 2018-2019 school year.

• Ensuring that the educational program is fully understood and incorporated into the process; • Developing a design that is of high quality, efficient, cost effective, includes sustainable design

principles, and conforms to the educational program and complies with all applicable regulatory requirements including the Massachusetts Stretch Code.

• Developing accurate and complete cost estimates, during the design phases and coordinating with the independent OPM cost estimates, including Life Cycle Costs (LCC) of operating the school as it relates to future operational budgets.

• Collaborating with the OPM to help the Owner determine whether the CM-at-Risk delivery Method should be used for the Project and if found appropriate provide documents for CM-at-Risk, Ch. 149A delivery method for the project, including ability to provide early bid packages for fast-track project, and assisting in the selection of the CM if that project delivery method is selected.

• Engage all stakeholders from project outset and ensure a collaborative approach is maintained throughout the design process.

http://www.arlingtonma.gov/purchasing

mailto:Domenic


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3. Scope of Services

The Designer will be required to execute the Massachusetts School Building Authority (MSBA) standard Contract for Designer Services (Contract), a copy of which is incorporated herein by reference. The standard contract will be amended by the Town as this is not an MSBA funded project. The required scope of services is set forth in the Contract. When the project delivery method is decided (Design/Bid/Build or CM-at-Risk), the Contract will be amended accordingly. Copies of Designer Services Contract Amendments for Design/Bid/Build and CM-at-Risk are incorporated herein by reference. The Designer’s Basic Services consist of the tasks described in the Contract for Designer Services, as amended for a non-MSBA funded project, and this RFP including all investigative work (to the extent provided for in the Contract), design work, preparation of construction documents, bidding period administration, construction administration, and other related work reasonably inferred in the opinion of the Owner as being necessary to meet the project’s stated scope and goals. During the schematic design and design development phases of the project, the Owner will require working with an advisory group to focus on integration of the addition with the existing building and site. The use of Building Information Modeling (BIM) is seen as advantageous to delivering project goals. The Designer shall advise the Owner on their use of BIM or alternative methods and, at no additional cost, shall prepare all Instruments of Services in a form suitable for use in a BIM model for design, construction, commissioning, and building operations and maintenance. The Designer shall indicate their ability to utilize a BIM model if created by another party such as the GC or CM for use in, but not limited to, mechanical coordination and construction administration.

This RFP will be appended to and become part of the Contract for Designer Services. Any Designer selected as a result of this RFP will be required to execute the amended Contract for Designer Services and any applicable amendments that are attached hereto. The Designer should review the proposed project as included in the RFP. The Designer shall meet as required with the Permanent Town Building Committee (PTBC,) School Department, OPM and other officials (elected or volunteer) throughout the project to develop a thorough understanding of the project and to update the community on progress.

Basic Services include, but are not limited to, verification of existing building including building dimensions, details and general existing conditions, cost estimating, all architecture as well as traffic, civil, site development, sanitary, mechanical, electrical, plumbing, fire protection, structural, site planning and landscape architecture, basic environmental permitting, graphics, lighting design, acoustics, data and communication, educational consultants; any specialty consultants for laboratory, library/media center and kitchen space, code consultants, accessibility, energy evaluations including the coordination of energy rebates, detailed cost estimates, LEED and sustainable design consultants; Furniture, Fixtures & Equipment (FF&E) including programming, specifications, procurement and coordination of installation; assessments of geotechnical, geo-environmental and hazardous material information; preparation of construction documents; developing and issuing of early bid packages, if needed; bidding and administering the construction contract documents and other design and consulting services incidental and required to fulfill the project goals. Please refer to Article 7 of the Contract and any amendment for a complete summary of Basic Services.


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Extra and reimbursable expenses are defined in Articles 8 and 9 of the Contract in Attachment B. Any extra or reimbursable expenses must be approved in writing in advance. 4. Project Phases and Work Plan: Work under this RFP is divided into the Project Phases as listed in Article 7 of the standard Contract as amended and as may be augmented in this RFP. Each Project Phase will consist of one or more required submissions, and may include site visits, meetings with the Owner, PTBC, Owner’s Project Manager and others, as well as other tasks as described. The total duration of the Contract is estimated as follows. The Owner’s target date is construction completion and occupancy for the start of the school year in September of 2018.

Schematic Design Phase/Site Plan Approval: 1 month Design Development/Construction Documents/Bidding Phase: 3 months Construction Phase: 10 months

Actual durations may vary depending upon the agreed upon solution, the extent of required document revisions, the time required for regulatory approvals, and the construction contractor’s performance. Such variances in estimated time will not, in and of themselves, constitute a justification for an increased fee for Basic Services, nor are they a substitute for the performance time requirements shown below.

The Designer will create a schedule for individual phases of the project including Schematic Design, Design Development, Construction Documentation, Bidding, Construction and Close Out within the first week of the project commencement. The Owner, through the OPM will review each submission and, if acceptable, provide notice to the Designer to proceed to the next phase.

The anticipated contract period will be from June 2017 through the completion of Construction, Punchlist and Closeout in October 2019.

5. Minimum Requirements, Additional and Evaluation Criteria

All Designers responding to this RFP must certify in their cover letter that the Designer meets the following minimum requirements. Any Designer that fails to include such certification in its response, demonstrating that these criteria have been met, will be rejected without further consideration. To be eligible for selection, the Designer must meet all of the following qualifications.

A. Be a qualified Designer within the meaning of the Massachusetts Designer Selection Law, M.G.L. Chapter 7C, Sections 44 through 58, employing a Massachusetts registered architect responsible for and being in control of the services to be provided pursuant to the Contract.

B. The Massachusetts registered architect responsible for and being in control of the services to be provided has successfully completed the Massachusetts Certified Public Purchasing Official Program seminar “Certification for School Project Designers and Owner’s Project Managers” as administered by the Office of the Inspector General of the Commonwealth of Massachusetts, and be able to provide a certification as evidence thereof.


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C. Pursuant to M.G.L. Chapter 7, Section 40N, the Designer must agree to contract with minority and women-owned businesses as certified by the Supplier Diversity Office (SDO) formerly known as the State Office of Minority and Women Business Assistance (SOMWBA), and to comply with the Owner’s equivalent municipal policies. The amount of participation that shall be reserved for such enterprises shall not be less than seventeen and nine tenths percent (17.9%) of the design contract price for combined minority business enterprises and women-owned business enterprises. Applicants must include a reasonable representation of both MBE and WBE firms that meets or exceeds the combined goal.

The Owner will consider the following additional criteria in evaluating proposals: a. Prior similar experience best illustrating current qualifications for the specific project. b. Past performance of the firm, if any with regard to public, private, Department of Elementary and

Secondary Education-funded, and Renovation projects across the Commonwealth, with respect to:

i. Quality of project design. ii. Quality, clarity, completeness and accuracy of plans and contract documents.

iii. Ability to meet established program requirements within allotted budget and to design to budget.

iv. Ability to meet schedules including submission of design and contract documents, processing of shop drawings, contractor requisitions and change orders.

v. Coordination and management of consultants. vi. Working relationship with contractors, subcontractors, local awarding authority and local

officials. c. Current workload and ability to undertake the contract based on the number and scope of

projects for which the firm is currently under contract. d. The identity and qualifications of the consultants who will work on the project. e. Demonstrated ability to lead a collaborative team approach to the project. f. Demonstrated ability to provide documents for CM-at-Risk, M.G.L. c. 149A, CM-at-Risk

delivery method for the project, including ability to provide early bid packages for fast-track project.

g. The financial stability of the firm. h. The qualifications of the personnel to be assigned to the project. i. Geographical proximity of the firm to the project site or willingness of the firm to make site

visits and attend local meetings as required by the client. j. Additional criteria that the Owner considers relevant to the project.

Evaluation Criteria

All proposals meeting the minimum criteria/qualifications will then be evaluated based upon the specific comparative evaluation criteria. The following point schedule will be utilized: Highly advantageous 5 points: Response excels on the specific criterion Advantageous 3 points: Response meets evaluation standard for the criterion Least Advantageous 1 point: Response does not fully meet the criterion or leaves a question or issue not fully addressed Does Not Meet 0 points: * Does not address the criterion


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* Proposal is automatically eliminated from further consideration if “0 points” is received in any category.

A. Addition Experience: Successful experience of firm with existing school building additions while a building is occupied in the Commonwealth of Massachusetts over the last five (5) years: ♦ Experience in completing four (4) or more school addition projects will be considered Highly Advantageous (5 points) ♦ Experience in completing three (3) school addition projects will be considered Advantageous (3 points) ♦ Experience in completing one (1) but less than three (3) school addition projects will be considered Least Advantageous (1 point) ♦ No experience with school addition projects will be considered as Does Not Meet (0 points and elimination from further consideration) B. Schedule Commitment: Ability of firm to begin work immediately and maintain an intensive schedule to meet the Town’s timetable as it relates to quality of design, efficiency of design, sustainable design, cost effectiveness, bidding, and construction oversight: ♦ Available by mid-June 2017 to begin contract work and demonstrated ability to devote sufficient resources to complete the project according to the Town’s timetable will be considered Highly Advantageous (5 points) ♦ Submitted information provided leaves unsure of ability to devote sufficient resources and to meet the Town’s timetable will be considered Advantageous (3 points) ♦ Demonstrated limited ability to devote sufficient resources to complete the project in accordance with Town’s timetable, and limited availability by mid-June 2017 to begin contract work, will be considered Least Advantageous (1 point) ♦ Unable to devote sufficient resources to meet the project’s timetable will be considered as Does Not Meet (0 points and elimination from further consideration) C. Team and Key Staff: Qualifications and involvement of key personnel to be assigned to this project and the experience of such personnel in relation to successfully completing the role of DESIGNER for projects similar in size and/or nature: ♦ Key staff that have at least seven (7) years of relevant experience in design and construction of buildings or an individual within the firm having nine (9) years relevant experience in design and construction of buildings in the public sector in the Commonwealth of Massachusetts will be considered Highly Advantageous (5 points) ♦ Key staff that have at least five (5) years of relevant experience in design and construction of buildings or an individual within the firm having seven (7) years relevant experience in design and construction of buildings in the public sector in the Commonwealth of Massachusetts will be considered Advantageous (3 points) ♦ Key staff that have less than five (5) years of relevant experience in design and construction of buildings or an individual within the firm having less than five (5) years relevant experience in design and construction of


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buildings in the public sector in the Commonwealth of Massachusetts will be considered Does Not Meet (0 points and elimination from further consideration) D. Quality of References: References will be evaluated to identify the ability and quality of previous work as a DESIGNER on public building projects in the Commonwealth of Massachusetts over the last five (5) years: ♦ Achieving successful DESIGNER experience from six (6) or more previous contracts will be considered Highly Advantageous (5 points) ♦ Achieving successful DESIGNER experience from three (3) but less than six (6) previous contracts will be considered Advantageous (3 points) ♦ Achieving successful DESIGNER experience from one (1) but less than three (3) previous contract will be considered Least Advantageous (1 point) ♦ No successful experience in any previous DESIGNER contract will be considered as Does Not Meet (0 points and elimination from further consideration) E) Quality of Written Materials: Responses will be reviewed in conjunction with any materials provided to determine relative quality, readability, responsiveness to RFP, and understanding of the project and the role of the DESIGNER: ♦ Proposals that organize their response according to the minimum and comparative criteria in the RFP, make it easy to evaluate the response, communicate a work plan that demonstrates the manner in which the DESIGNER oversees the work as it relates to the quality, efficiency, sustainability and cost effectiveness of design, and demonstrate an understanding of the project will be considered Highly Advantageous (5 points) ♦ Proposals that demonstrate an understanding of the role of the DESIGNER in similar projects, and that demonstrate an understanding of this project but do not organize their response according to the minimum and comparative criteria will be considered Advantageous (3 points) ♦ Proposals that demonstrate an understanding of the role of the DESIGNER in similar projects, but do not demonstrate an understanding of this project, and have multiple spelling and/or grammatical errors will be considered Least Advantageous (1 point) ♦ Proposals that simply reiterate the preliminary scope of services or do not demonstrate an understanding of the role of the DESIGNER for this project, and have multiple spelling and/or grammatical errors will be considered as Does Not Meet (0 points and elimination from further consideration) 6. Consultant Team

In evaluating proposals, the Owner will consider the members of the proposed design team. Identify those member(s) of the proposed design team who will be responsible for the following categories of work where applicable: (Firm’s name, individual’s name and professional registration or license number, as applicable, must be listed in the application for each category of work, as well as whether the firm is SDO certified as an MBE and/or WBE).


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a. Architecture b. Environmental Permitting c. Geotechnical Engineering d. Site Survey e. Hazardous Materials f. Civil Engineering g. Structural Engineering h. Landscape Architecture i. Fire Protection Engineering j. Plumbing Engineering k. HVAC Engineering l. Electrical Engineering m. Lighting Consultant n. Energy Modeling o. Data/Communications Consultant p. Food Service Consultant q. Acoustical Consultant r. Specifications Consultant s. Library/Media Consultant t. Sustainable/Green Design/Renewable Energy Consultant u. Cost Estimating v. Accessibility Consultant w. Traffic Consultant x. Furniture, Fixtures and Equipment Consultant y. Code Consultant z. Security Consultant

Applicants must address each category of work listed above in their application whether it is to be performed by in-house staff or by sub-consultant(s).

Failure to address each category may result in the elimination of the applicant from consideration on this project.

Applicants should not list any consultants other than those for the categories of work listed above.

The minority and women-owned business enterprises must be selected to perform services addressing the categories of work listed above or be assigned to tasks required under Basic Services as specifically set forth in the Contract for Designer Services as amended. Consultants other than those proposed for the categories of work listed above or required to perform Basic Services may not be used for purposes of meeting M/WBE requirements. Applicants are strongly encouraged to utilize multiple disciplines and firms to meet their MBE/WBE goals. Consultants to the prime Designer can team within their disciplines in order to meet the MBE/WBE goals but must state this relationship on the organizational chart (Section 6 of the designer application form).

7. Selection Process and Schedule Process:

a. The Owner will perform a review of all responses as follows:


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i. The Owner will be responsible for reviewing each Respondent’s proposal to determine if they have met the minimum criteria established in the RFP. Respondents who do not meet the minimum criteria will not be further considered.

ii. The Owner will review the Respondents’ applications and check the necessary references. b. The Owner will score each proposal that has met the minimum criteria based on the weighted

evaluation criteria identified in the RFP. c. Based on the initial scores the Owner will rank the Respondents and short-list a minimum of three

(3) Respondents. d. The Owner will schedule interviews with the short-listed Respondents. Each short-listed

Respondent will be given an opportunity to make a brief presentation on their experience and capabilities to successfully provide the required project management services. The owner will have an opportunity to discuss the responses and ask questions.

e. Following the interview the Owner will develop final rankings based, in part on, the weighted Evaluation Criteria in the RFP and on additional information obtained during the interviews.

f. The Owner will notify the first-ranked Respondent. g. If the Owner is unable to sign a contract with the first-ranked selection, the Owner will then notify

the second-ranked selection and so on, until a contract is successfully executed. h. The Owner may re-advertise the RFP if fewer than three responses are received.

Schedule:

a. The following is a tentative schedule of the selection process, subject to change at the Owner’s discretion.

• May 31, 2017 Advertise RFP in Central Register of the Commonwealth of Massachusetts, the Arlington Advocate and post at Town Hall.

• June 7, 2017 Voluntary walk thru/tour of the Hardy School, at 3:00 PM.

• June 12, 2017 Questions from Respondents due to Owner by 4:00 PM

• June 14, 2017 Responses to Designer Questions posted to Town website by 3:00 PM

• June 22, 2017 Designer Proposals due to Owner by 1:00 PM

8. Proposal Due Date and Requirements Persons or firms interested in applying must meet the following requirements:

a. Responses to the Request for proposal for Designer Services must be clearly labeled “Designer Services for Hardy School Addition” Proposals must be submitted in one (1) Hard Copy and one (1) electronic form (PDF).

b. Applications must be accompanied by a concise electronic cover letter that is a maximum of two pages in length. The cover letter must include the certifications as noted in Section 6 of this RFP. (A copy of the MCPPO certification should be attached to the cover letter as well as any SDO letters.)

c. Applicants may supplement this proposal with graphic materials and photographs that best demonstrate design capabilities of the team proposed for this project subject to the page limitations as set forth in the Standard Designer Application Form.


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d. The Owner assumes no responsibility or liability for late delivery or receipt of Responses. All

Responses received after the stated submittal date and time will be judged to be unacceptable and will not be reviewed.

9. Questions & Additional Information

Any questions concerning this Request for proposal must be submitted to the Owner to the attention of Domenic Lanzillotti ([email protected].) Questions must be submitted by EMAIL only. The deadline for receipt of questions is by 4:00 PM June 12, 2017. Responses will be posted to the Town website by 3:00 PM on June 14, 2017.

Any additional information or addenda will be posted on the Town website. It is the responsibility of the Applicant to check the website for any additional information or addenda. 10. Pre-Proposal Meeting

All interested parties should attend a voluntary briefing session / walk thru at the existing Hardy School, 52 Lake Street, Arlington, MA. scheduled for June 7, 2017 at 3:00 PM EST. Meet at the main entrance on Brooks Avenue.

11. Requirements for Content of Response: Submit one (1) Hard Copy and one (1) electronic version in PDF . All responses shall be:

• Presented in an organized and clear manner;

• Must include the required forms in Attachment C.

• Must include all required certifications in Attachment D.

• Must include the following information: A. Cover letter shall be a maximum of two pages in length and include:

1. An acknowledgement of any addendum issued to the RFP.

2. An acknowledgement that the Respondent has read the RFP. Respondent shall note any exceptions to the RFP in its cover letter.

3. An acknowledgement that the Respondent has read the Standard Contract and Standard Amendments. Respondent shall note any exceptions to the Standard Contract and/or Standard Amendments in its cover letter.

4. A specific statement regarding compliance with the minimum requirements identified in Section 5 of this Request for proposal to include identification of registration, number of years of experience and where obtained (as supported by the resume section of Attachment C), as well as the date of the MCPPO certification. (A copy of the MCPPO certification should be attached to the cover letter).

5. A description of the Respondent’s organization and its history.


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6. The signature of an individual authorized to negotiate and execute the Contract for Designer Services, in the form that is attached to the RFP, on behalf of the Respondent.

7. The name, title, address, e-mail and telephone number of the contact person who can respond to requests for additional information.

B. Evaluation Criteria: The response shall address the Respondent’s ability to meet all items noted in the “Evaluation Criteria” Section.

12. Certifications: Respondents will be required to submit certifications required in M.G.L. c. 7C, §51(d)(1)-(iv).

13. Not to Exceed Fee Explanation: The Owner, has determined the not to exceed fee for services based upon an evaluation of the level of effort required, job complexity, specialized knowledge required, estimated construction cost, comparison with past project fees, and other considerations. As construction cost is but one of several factors, a final construction figure in excess of the initial construction estimate will not, in and of itself, constitute a justification for an increased in fee.

14. Other Provisions A. Public Record All responses and information submitted in response to this RFP are subject to the Massachusetts Public Records Law, M.G.L. c. 66, § 10 and c. 4, § 7(26). Any statements in submitted responses that are inconsistent with the provisions of these statutes shall be disregarded.

B. Waiver/Cure of Minor Informalities, Errors and Omissions The Owner reserves the right to waive or permit cure of minor informalities, errors or omissions prior to the selection of a Respondent, and to conduct discussions with any qualified Respondents and to take any other measures with respect to this RFP in any manner necessary to serve the best interest of the Owner and its beneficiaries.

C. Communications with the Owner The Owner’s Procurement Officer for this Request for Proposal is Domenic Lanzillotti,

Name: Address: Phone: Email:

Respondents that intend to submit a response are prohibited from contacting any of the Owner’s staff other than Mr. Lanzillotti. An exception to this rule applies to Respondents that currently do business with the Owner, but any contact made by such persons with the Owner must be limited to that current business, and must not relate to this RFP. In addition, such respondents shall not discuss this RFP with any of the Owner’s consultants, legal counsel or other advisors.


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FAILURE TO OBSERVE THIS RULE MAY BE GROUNDS FOR DISQUALIFICATION.

D. Costs The Owner is not liable for any costs incurred by any Respondent in preparing a response to this RFP or for any other costs incurred prior to entering into and only in accordance with a Contract between the Respondent and the Owner.

E. Withdrawn/Irrevocability of Responses Applicants may withdraw an application as long as the written request to withdraw is received by the Town of Arlington, c/o Domenic Lanzillotti, prior to the time and date of the proposal opening.

F. Rejection of Responses, Modification of RFP The Owner reserves the right to reject any and all responses if the Owner determines, within its own discretion, that it is in the Owner’s best interests to do so. This RFP does not commit the Owner to select any Respondent, award any contract, pay any costs in preparing a response, or procure a contract for any services. The Owner also reserves the right to cancel or modify this RFP in part or in its entirety, or to change the RFP guidelines. A Respondent may not alter the RFP or its components.

G. Subcontracting and Joint Ventures Respondent’s intention to subcontract or partner or joint venture with other firm(s), individual or entity must be clearly described in the response.

H. Validity of Response Submitted responses must be valid in all respects for a minimum period of ninety (90) days after the submission deadline.

RFP for Designer Services Hardy School Addition _______

FURTHER INFORMATION ATTACHMENTS: Attachment A: Hardy Study for Renovations / Arlington, MA / February 14, 2017 Attachment B: (Incorporated by Reference) Base Contract for Designer Services; (http://www.massschoolbuildings.org/sites/default/files/edit-contentfile/Guidelines_Forms/Contracts_Forms/Base%20Contract%20v_02_25.pdf ) Base Designer Contract Amendment for Design/Bid/Build; (http://www.massschoolbuildings.org/sites/default/files/edit-contentfile/Guidelines_Forms/Contracts_Forms/DBB%20v_02_25.pdf) Base Designer Contract Amendment for CM-at-Risk (http://www.massschoolbuildings.org/sites/default/files/edit-contentfile/Guidelines_Forms/Contracts_Forms/CM-R%20v_02_25.pdf)

Attachment C: Standard Designer Application Form for Municipalities and Public Agencies not within DSB Jurisdiction (Updated July 2016) Attachment D: Required Certifications

Certificate of Non-Collusion/Tax Compliance Proof of Registration by the Commonwealth of Massachusetts an architect or professional engineer (if

applicable) Demonstrated ability to secure general liability insurance, worker’s compensation, and automobile

insurance for all proposed staff that will be involved in the project List all claims, including insurance claims and claims in litigation or adjudicatory process or settled,

brought by or against the firm/individual in the past three (3) years. Including for each the reason for the claim, name (s) of claimant(s) and outcomes.

http://www.massschoolbuildings.org/sites/default/files/edit-contentfile/Guidelines_Forms/Contracts_Forms/Base%20Contract%20v_02_25.pdf

http://www.massschoolbuildings.org/sites/default/files/edit-contentfile/Guidelines_Forms/Contracts_Forms/Base%20Contract%20v_02_25.pdf

http://www.massschoolbuildings.org/sites/default/files/edit-contentfile/Guidelines_Forms/Contracts_Forms/DBB%20v_02_25.pdf

http://www.massschoolbuildings.org/sites/default/files/edit-contentfile/Guidelines_Forms/Contracts_Forms/DBB%20v_02_25.pdf

http://www.massschoolbuildings.org/sites/default/files/edit-contentfile/Guidelines_Forms/Contracts_Forms/CM-R%20v_02_25.pdf

http://www.massschoolbuildings.org/sites/default/files/edit-contentfile/Guidelines_Forms/Contracts_Forms/CM-R%20v_02_25.pdf

Hardy Elementary School Addition

February 14, 2017

Submitted to:Adam Chapdelaine

Town ManagerTown of Arlington

Builders and Shawmut Design and Construction

Construction Managers 560 Harrison Avenue

Boston, MA 02118

Telephone 617-622-7000

Facsimile 617-622-7001

1

Mr. Adam Chapdelaine Town Manager Town of Arlington 730 Massachusetts Avenue Arlington, MA 02476

Dear Mr. Chapdelaine,

I am pleased to provide Shawmut’s Conceptual Preconstruction Report for the proposed classroom addition at Hardy Elementary School. This report includes conceptual budgets and a preliminary schedule to provide a comprehensive view of the project. The included budgets are based on the Expansion Study completed by HMFH Architects and address design alternatives “1b” and “1c” as defined within it. We have included a summary and comparison sheet detailing the total budget by division for each design alternative, in addition to a detailed budget breakdown for each.

As a starting place for planning, we have assumed the project would go into full design this summer such that design completion, final pricing and procurement could be scheduled to support an early spring 2018 date for start of construction. Our schedule addresses design, permitting, GMP development and construction and assumes a direct progression through each of these phases in order to optimize project schedule and cost. We would, of course be glad to discuss whatever schedule best suits the approval sequence, funding requirements and operational constraints of the Town of Arlington and Arlington Public Schools.

We look forward to reviewing this report with you and the Permanent Town Building Committee and will plan to incorporate your feedback in an updated report as appropriate.

Thank you very much for including Shawmut in this process!

Sincerely,

Philip Conroy Ryan LynchProject Manager Project Executive

PConroy

Text Box

February 14, 2017

SHAWMUT DESIGN AND CONSTRUCTION

TABLE OF CONTENTS

01 Design Alternatives Budget Summary & Comparison

02 Clarifications

03 HMFH Study for Expansion

04 Detailed Budget/BreakdownsA Design Alternative 1bB Design Alternative 1c

05 Preliminary Project Schedule

Conceptual EstimateHMFH Architects Study (Dec -21-2016)

Hardy Elementry School Project # 170148

Addition to existing class room wingAlternitive 1B-

New 2 Lvl Addition$ / sf

Alternitive 1C-

New 3 Lvl Addition$ / sf

3,600 SF 5,400 SF

PROJECT REQUIREMENTS 95,700$ 26.58$ 97,500$ 18.06$

DEMOLITION 24,000$ 6.67$ 28,000$ 5.19$

CONCRETE 84,526$ 23.48$ 84,864$ 15.72$

MASONRY 159,000$ 44.17$ 213,300$ 39.50$

STRUCTURAL STEEL 144,991$ 40.28$ 216,768$ 40.14$

MISCELLANEOUS METALS 9,000$ 2.50$ 13,500$ 2.50$

ROUGH CARPENTRY 25,200$ 7.00$ 37,800$ 7.00$

FINISH CARPENTRY / MILLWORK 20,000$ 5.56$ 30,000$ 5.56$

WATERPROOFING / AVB / INSULATION 35,500$ 9.86$ 49,100$ 9.09$

WOOD SIDING -$ -$ -$ -$

ROOFING 71,260$ 19.79$ 71,260$ 13.20$

SPRAY-APPLIED FIREPROOFING 8,100$ 2.25$ 6,683$ 1.24$

PENETRATION FIRESTOPPING 3,600$ 1.00$ 5,400$ 1.00$

CAULKING / JOINT SEALANTS 5,400$ 1.50$ 8,100$ 1.50$

DOORS, FRAMES & HARDWARE 6,000$ 1.67$ 9,000$ 1.67$

ENTRANCES / STOREFRONTS -$ -$ -$ -$

WINDOWS 105,060$ 29.18$ 139,050$ 25.75$

GLASS & GLAZING / WINDOWS / ENTRANCES 2,000$ 0.56$ 3,000$ 0.56$

DRYWALL 125,625$ 34.90$ 192,750$ 35.69$

TILE & STONE -$ -$ -$ -$

ACOUSTICAL CEILINGS 19,800$ 5.50$ 24,300$ 4.50$

WOOD FLOORING -$ -$ -$ -$

CARPET & RESILIENT FLOORING 48,600$ 13.50$ 72,900$ 13.50$

RESINOUS FLOORING -$ -$ -$ -$

PAINTING & WALLCOVERING 13,800$ 3.83$ 20,100$ 3.72$

MISC. SPECIALTIES 14,000$ 3.89$ 21,000$ 3.89$

RESIDENTIAL APPLIANCES -$ -$ -$ -$

EQUIPMENT -$ -$ -$ -$

FURNISHINGS -$ -$ -$ -$

WINDOW TREATMENT 5,100$ 1.42$ 6,750$ 1.25$

ELEVATORS -$ -$ -$ -$

FIRE PROTECTION 23,509$ 6.53$ 30,023$ 5.56$

PLUMBING 21,190$ 5.89$ 21,190$ 3.92$

HVAC 146,960$ 40.82$ 213,190$ 39.48$

ELECTRICAL 95,620$ 26.56$ 122,730$ 22.73$

TEL-DATA 10,000$ 2.78$ 15,000$ 2.78$

SECURITY -$ -$ -$ -$

SITEWORK 72,584$ 20.16$ 77,784$ 14.40$

PILES -$ -$ -$ -$

LANDSCAPE / HARDSCAPE 28,628$ 7.95$ 28,628$ 5.30$

TOTAL DIRECT COSTS 1,424,753$ 395.76$ 1,859,669$ 344.38$

Design & Estimating Contingency 10.0% 142,475$ 185,967$

Payment & Performance Bonds 1.00% 15,672$ 20,456$

Permits NIC -$

GL Insurance 1.0% 15,829$ 20,661$

Builders Risk 0.35% 5,540$ 7,231$

Construction Contingency 3.0% 47,962$ 62,603$

General Conditions 0.0% 210,000$ 210,000$

Pre-Con 15,000$ 15,000$

Fee 3.0% 49,567$ 64,698$

Escalation Estimated Construction 1Q 2018 4.0% 66,089$ 86,263$

Tax NIC -$ -$

TOTAL CONSTRUCTION COST 1,992,888$ 554$ 2,532,548$ 469$

Hardy Elementry School Town of Arlington MA

14-Feb-17

Alternatives 1B & 1C

Assumptions & Qualifications Town of Arlington MATown of Arlington MA

This Proposal is Based on and Includes the Following:

1.)

2.) The basis of design used for the estimate is a steel frame structure with 6" metal

stud walls with exterior brick cavity wall

3.)The basis of design for alternatives B1 & C1 is an extension to the existing wing

4.)The basis of design used for the estimate is a steel framed flat EDPM roof

5.)Fire Protection System is assumed connected to existing

6.)HVAC system control is local vs. tied to BMS

7.)The class room casework is without a sink

The Following Items are Excluded from this estimate:

1.)

2.)

3.)

4.)

5.)

6.)

7.)

8.)

9.)

10.)

11.)

12.)

13.)

14.)

15.)

16.)

17.)

Allowances included in this budget:

1.) See estimate detail for allowances

Alternates: SEE ALTERNATES TAB

AV Equipment

Building shut-down fees.

Soils testing and LSP services.

Rock, ledge and unsuitable soils.

Sales tax. & Permit

Providing a Historic Restoration Specialist

Sustainable Design & Management Requirements ( LEED Certification)

Foundation Restoration

Repointing of existing exterior veneer

3-D BIM Drawing

Exclude work related to the existing elevator

Removal and storage artwork, furniture

Exclude work related to the athletic surfaces

Hardy Elementry School

14-Feb-17

The following documents where used for pricing, Consultants reports dated December 21, 2016

Police and/or construction site security details.

Hazardous materials testing and abatement.

Utility and service company fees and charges, (Assumed no system up grade required)

Costs of construction usage for temporary water, gas, and electric.

HARDY ELEMENTARY SCHOOLSTUDY FOR EXPANSION

ARLINGTON PUBLIC SCHOOLSARLINGTON, MA

DRAFTDecember 21, 2016

130 Bishop Allen Drive, Cambridge, MA 02139 617 492 2200 hmfh.com

Hardy Elementary School Study for Expansion Arlington Public Schools Draft December 2016 Introduction The Arlington Schools are experiencing an on-going increase in student enrollment and this is most acutely experienced at the elementary schools in East Arlington. Based upon previous analysis, it has been approved to construct a six-classroom addition to Thompson School, this is scheduled to be complete in September 2017. Similarly, the Hardy School requires analysis to assist in determining the best approach to accommodate the anticipated increase in enrollment. Hardy is reaching capacity. The school administration has requested professional assistance to study options to accommodate the student enrollment growth. HMFH Architects, Inc.’s role is to assess the conditions and recommend alternatives to accommodate the impact of enrollment growth. The space planning tasks include: -review of existing space use and site availability for expansion; -using the most up to date enrollment projections by McKibben Demographic Research, assess the need for and the timeframe of providing additional classrooms; -and, working with the School Department, develop alternatives for how best to accommodate the increase of students. The study will assess temporary modular classrooms (lease vs. purchase) vs. permanent construction. It is not a task of this study to analyze redistricting alternatives. Currently, the district has significant buffer zones to assist with maintaining balanced school capacities. Hardy School is in East Arlington and the nearest elementary school is Thompson, which is also experiencing high student enrollment. The only elementary school with some available capacity is Stratton School, which is located to the north-west corner of Arlington, its location would require an immense redistricting effort that would have an impact on many in the Arlington school district. Enrollment Forecast Per the August 2016 enrollment forecast for Hardy, by school year 2020-21 the student population will have increased by 43 students. This increase is a “bubble” starting at the current year’s kindergarten class of 94 students and generally moves up through the grades. After the peak year, it is forecasted (McKibben, August 2016) to be seven more school years before the enrollments return to the current population. Note: enrollment forecasts are set to be updated based on actual numbers but this information is not yet available at the time of this report. Per the Hardy School Principal, current enrollment is 451, this is higher than the August forecasted enrollment of 447 students. Additionally, it is worth noting that the potential development of the Mugar Property in East Arlington is not factored into the forecasts.

Several independent analyses have tried to determine what the potential impact of the Mugar development would have on the Arlington Public Schools’ enrollment, and particularly to Hardy School. The kindergarten through fifth grade of the Hardy School population would experience the greatest impact. A proportional comparison of the number of beds in East Arlington to the number of students attending the schools yielded an 11-22 student increase, a comparison of a similar development by the same developer of the Mugar Property yielded a 54-student increase. Another possible scenario is as follows: The potential development = 219 units in total 104 one-bedroom 92 two-bedroom 23 three-bedroom It seems plausible that: - all 23 three-bedrooms would have an average of two children each = 46 - half of the two-bedrooms would have an average of 1 child each = 46 Therefore, there is the potential for a total of 92 additional students in the school system, and even if only two-thirds are at the elementary grades (it seems likely young families with elementary aged children are the higher percentage of those moving in to Arlington versus families with high school age children), this would increase the Hardy population by as many as 62 students. If the Mugar Development receives approval to proceed, the complex would be open as soon as 2019. And while all units will not be fully occupied on day one, it is likely to be fully occupied within two to two and a half years. This enrollment increase in combination with the projected forecast would mean the Hardy population will increase to the identified “peak” year and remain at this increased student population for the foreseeable future and certainly at least to the current final forecasted school-year of 2031-32. Process Site Visit / Meeting with the Principal HMFH re-visited Hardy School, touring the interior and exterior of the building to assess the existing conditions. The building is well-maintained and fully occupied, with each available space appropriate for use by teachers and students in use. The visit enabled HMFH to review the physical interior spaces (in terms of size and location within the building) and to learn how each space is currently being used. There are four kindergarten classrooms, 17 classrooms for grades 1 through 5, and rooms for art and music. There are also smaller sized rooms used for ELL, special education, reading, math intervention, OT, PT, speech and language, after-school program, and teacher’s workroom). The classrooms for grades 1-5 range in size from 720 to 850 square feet, and while below current state-funding guidelines of 900 square feet, are adequate. The gymnasium size of approximately 5,075 square feet is below state guidelines of 6,000 square feet, upon discussion with the school principal, appears adequate for the current and forecasted enrollment. The cafeteria seating has been expanded onto the “stage”. The expanded cafeteria has seating for a maximum of168 students. The cafeteria with the stage area is just approximately 1,800 square feet, this is considerably below state guidelines. For a school population of 500 students (and with two lunch periods), the guidelines are for 3,750 square feet. This increases to 4,125 square feet if enrollment increases to 550 students. With three lunch periods, and by building code requirements (if it were built new today), the current cafeteria would accommodate 120 students. The current seating configuration is very tight. Increased enrollments will pose scheduling challenges.

The school property abuts public streets on three sides and residences on the fourth side. The outdoor amenities include 33 parking spaces, a drop-off loop, a large black top play area inclusive of a basketball court, and an area with multiple play structures that accommodate various ages. There is a small student garden in the north-west corner of the site and the front of the school, along Lake Street, is open space with mature trees. The property is 2.54 acres. The black top area is expansive but well-used, as are the play structures. The front of the site is not used for any school activities. Capacity Analysis Hardy School was reviewed in terms of its current capacity and space use. Capacity is determined by the number of classroom spaces, plus a review of the specialist spaces and shared use spaces and their ability to serve the educational needs. Hardy has 4 kindergartens and 17 classrooms for grades 1-5, and designated art and music classrooms. A method of determining building capacity is to calculate the number of kindergarten and general classrooms available multiplied by the number of students per room, for this purpose a range of 22-25 students per room is used, therefore Hardy has a range of 396-450 students that can be accommodated; the current enrollment is at 451. Based on these calculations, even at the increased class sizes, Hardy is currently at capacity. Currently there are 21 classrooms (four kindergarten classrooms, four at grades 1 and 2; three at grades 3, 4, and 5). Just last year a teacher’s workroom/ conference room was converted to a general classroom and is greatly under sized for this purpose. Additionally, now the school is without sufficient work and conferencing space. Per the enrollment forecast, by the peak year (2020-21), which shows a nearly even spread of students throughout the grades (81-83-84-84-84-74) all but one grade will require four classes per grade, this requires an increase of three classrooms from 21 to 24. If the classroom quantity does not increase, then the class size will increase to as high as 28 students per room. Expansion Potential Hardy has expansion potential at the back of the school. Expansion may occur either from the southern end of the classroom wing or at a location near to the gymnasium. A classroom addition that extends the classroom wing would need to align with each of the existing floor levels and maintain the existing stairwell as the egress path. To align with the existing floor levels, the first floor of the expansion would need to be half a floor level below grade. Also, to expand at this location, the nearest play structure will need to be removed. A classroom addition near the gymnasium is possible because the gymnasium does not have low windows therefore there would be no worry of blocking the access to light and views (other possible locations at the black top area would block access to light and views from educational spaces). The expansion at the blacktop would include an extension of the existing corridor, would maintain the current egress from the gymnasium, and accessibility would be maintained with a new ramp. A diagram showing these locations are provided in Appendix A. And while there is available open space at the front of Hardy School, we have not identified this as a good expansion location for the following reasons: -the access points (existing doorways) are not level either with the existing site grades at the front of the school or at the interior, making an accessible connection challenging

the full length of the front of the school is programmed with educational spaces requiring windows for natural light and views, any addition at this location would require being placed a distance from the windows and would therefore be too close to Lake Street -any addition at the front would block the formal, historic façade of the school building and require removal of the mature trees along Lake Street Alternatives As noted previously, additional classrooms are required to serve the forecasted student enrollments, with or without the development of the Mugar Property. The need for an increase in classroom quantity will be for, at minimum, six years beyond the peak school year of 2020-21. This is an important factor that will inform future planning. Modular classrooms may be leased or purchased. It is common understanding in the modular industry that if modular classrooms are needed for longer than a five-year period it is more cost effective to purchase the classrooms rather than lease them. For this reason, the alternatives suggested include either the purchase of modular classrooms or the construction of a permanent addition. The enrollment forecast shows the “bubble” impacts one out of the six elementary grades as early as the next school year (2017-18), two out of the six grades in the following year (2018-19), three out of six grades in 2019-20. Beginning in 2017, Hardy will need one additional classroom for each of the next three years as the current “3-classroom” grades graduate out. “Impact” is defined as grades requiring four classrooms. And this does not include the increase to enrollments if the Mugar Development proceeds. When a grade population reaches 80 students or higher there is 27 or more students per class if there are only three classrooms per grade. This prompts the need to have a fourth classroom per grade. A diagram illustrating when and which grade level will need a fourth classroom is in Appendix B. This diagram is an overlay of the August 2016 Enrollment Forecast by McKibben Demographic Research. Alternatives for consideration are: Alternative 1A: purchase four modular classrooms (3 for classrooms, 1 for specials) Alternative 1B: construct four-classroom addition (3 for classrooms, 1 for specials) Alternative 1C: construct six-classroom addition Alternative 1A provides four modular classrooms on the black top play area at the back of the school. A new modular corridor would be constructed to connect the classrooms to the school building via an existing corridor and two doors to the gymnasium. A small exterior ramp is required to replace the existing ramp to be removed. Four classrooms are shown and priced, but a fifth classroom may “fit” as well. The quantity of four was selected to provide a comparison between Alternatives 1A and 1B. Note: modular construction has a shorter expected use period than permanent construction. Experience has shown the modular construction begins to fail within five years, typically with roof leaks. A diagram of Alternative 1A -Modular Addition is provided in Appendix C. Alternative 1B provides a four-classroom addition that extends the existing classroom wing. The permanent addition would be constructed of two stories with the lowest floor partially below grade to align with the existing floor levels. Permanent construction is built to last for 50 years and typically extends beyond this. A diagram of Alternative 1B – Permanent Addition is provided in Appendix D.

Alternative 1C provides a six-classroom addition that extends the existing classroom wing. The permanent addition would be constructed of three stories with the lowest floor partially below grade to align all the existing floor levels. Permanent construction is built to last for 50 years and typically extends beyond this. This alternative has been developed for the following reasons: -it is cost effective to build all three floors at one time vs. deciding to add a third floor later -while three to four classrooms are projected to satisfy the enrollment needs, additional educational space may be used for much needed special education programs and additional space for ELL programs. Cost comparisons have been developed for each of the alternatives. Additionally, pricing for Alternative 2 has been developed for the incremental approach of purchasing one modular classroom per year. This approach will ultimately cost more than Alternative 1A due to escalation and mobilization costs. A spreadsheet showing the cost comparisons of the alternatives is in Appendix E.

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HARDY ELEMENTARY SCHOOLARLINGTON, MA

NAPPENDIX APOTENTIAL EXPANSIONLOCATIONS DIAGRAM

Hardy Elementary August 2016

2010-11 2011-12 2012-13 2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22 2022-23 2023-24 2024-25 2025-26 2026-27 2027-28 2028-29 2029-30 2030-31 2031-32

K 42 64 67 65 82 85 94 89 87 85 81 79 77 75 74 72 71 70 69 68 67 661 65 46 62 67 69 81 81 90 87 85 83 82 80 79 77 76 74 73 72 71 70 692 57 65 47 71 68 67 76 80 89 86 84 82 83 81 80 78 77 75 74 74 73 723 69 58 59 49 68 61 63 74 78 87 84 82 83 84 82 81 79 78 76 75 75 744 56 64 55 58 46 71 59 61 72 76 84 81 80 81 82 80 79 77 76 75 74 745 40 56 60 53 59 48 74 57 59 70 74 81 79 78 79 80 78 77 75 75 74 73

Total K-5 329 353 350 363 392 413 447 451 472 489 490 487 482 478 474 467 458 450 442 438 433 428

Total K-5 329 353 350 363 392 413 447 451 472 489 490 487 482 478 474 467 458 450 442 438 433 428Change 24 -3 13 29 21 34 4 21 17 1 -3 -5 -4 -4 -7 -9 -8 -8 -4 -5 -5

%Change 7.3% -0.8% 3.7% 8.0% 5.4% 8.2% 0.9% 4.7% 3.6% 0.2% -0.6% -1.0% -0.8% -0.8% -1.5% -1.9% -1.7% -1.8% -0.9% -1.1% -1.2%

APPENDIX B

FORECASTED GRADES REQUIRING 4 CLASSROOMS EACH

APPENDIX CALTERNATIVE 1AMODULAR ADDITION

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APPENDIX DALTERNATIVE 1B ( AND 1C )PERMANENT ADDITION

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Rough Project Cost Comparisons

Hardy Elementary School Expansion:

Alternative 1A

4 Modular Classrooms - low high

Purchased for School Year 2017-18 1,375,000 1,472,000

Alternative 1B

4-Classroom Addition (~3,600 SF)

Constructed for School Year 2018-19 1,404,000 1,620,000

Alternative 1B

6-Classroom Addition (~5,400 SF)

Constructed for School Year 2018-19 2,106,000 2,430,000

Alternative 2 - Incremental Approach

1 Modular Classroom -

Purchased for School Year "1" 524,500 555,300







Total for 4 Modular Classrooms over 4 Years: 1,805,350 1,908,450

Conceptual Estimate

Estimate Detail

Alternitive 1B- New 2 Lvl Addition

UNIT TOTAL

PRICE COST

PROJECT REQUIREMENTS 3,600 95,700$

General Requirements 3,600 sf 1.00 3,600$

Survey Equipment & Supplies 1 ls 3,500 3,500$

Project Signage 1 ls 1,500 1,500$

Temporary Toilets 7 mon 600 4,200$

Adjacent Building Perimeter Protection 7 mon 500 3,500$

Temporary Fire Protection & Ext. 7 mon 500 3,500$

Safety Compliance Material & Labor 7 mon 1,000 7,000$

Ladders, ramps & Stairs ( Temporary) 1 ls 10,000 10,000$

Temporary Building Enclosures 1 mon 4,000 4,000$

Small Tools and Equipment / Storage 1 ls 4,500 4,500$

Progress Photographs 7 mon 300 2,100$

Rubbish Removal & Dumpster 10 ea 650 6,500$

Interim Clean-up 60 day 680 40,800$

Trash Chutes & Hoppers NIC

Winter Protection NIC

General Weather Protection 1 mon 1,000 1,000$

Snow Removal NIC

DEMOLITION 3,600 24,000$

Removal of MEP work ( Cut & Cap) 40 hrs 160.00 6,400$

Remove interior / exterior 4man crew 5 cd 2,400.00 12,000$

Equipment for demo 5 day 500.00 2,500$

Dumpsters 1 ea 700.00 700$

Temp protection of existing surfaces 500 sf 2.00 1,000$

Salvage & Storage 7 mon 200.00 1,400$

-$

-$

CONCRETE 3,600 84,526$

Foundation

First Floor Foundation

Floor Repair from plumbing 10 cy 600.00 6,000$

Footings Spread 1x3 22 cy $450.00 10,000$

Foundation walls - high walls ov 4 22 cy $550.00 12,222$

Foundation walls - high walls ov 8' 30 cy $650.00 19,259$

Isolated column footings 4 cy $550.00 2,200$

Piers 4 cy $600.00 2,400$

6" slab on grade 1,800 sf $6.00 10,800$

Water based curing compound 1,800 sf $0.25 450$

Install base plates, anchor bolts 10 ea $200.00 2,000$

Pump, crane and misc. accessories 1 ls $5,000.00 5,000$

Misc. equipment pads 1 ls $2,000.00 2,000$

4" slab on deck 1,800 sf $6.00 10,800$

Water based curing compound B-1 3,600 sf $0.25 900$

Vapor barrier under slab / control / exp joint on grade 1,980 sf $0.25 495$

MASONRY 3,600 159,000$

Brick Veneer 4,080 sf 35.00 142,800$

Scaffolding & Planks Exterior 3,600 sf 4.50 16,200$

See AVB / Ins trades -$

-$

-$

STRUCTURAL STEEL 3,600 144,991$

Building Steel

Columns W (Assumed, Mixed Based on Location) 14.4 tons $4,000.00 57,600$

Hortizontal 2nd floor 9.0 tons $4,000.00 36,000$

Hortizontal W roof 6.8 tons $4,000.00 27,000$

Misc. Dunnage etc. 1.0 tons $4,000.00 4,000$

Connections, plates, fasteners - 10% of tonnage 1.5 tons $3,000.00 4,523$

Bent Plates / Pour Stops Incl

Metal Deck

1st floor 1,440 sf $3.50 5,040$

Roof Deck 1,584 sf $4.50 7,128$

TRADE QTY UNIT COMMENTS


Town of Arlington MA

14-Feb-17

Conceptual Estimate

Estimate Detail


UNIT TOTAL

PRICE COSTTRADE QTY UNIT COMMENTS



14-Feb-17

Other

Crane Mats / Safety Protection / Control & Flag Men 1 ls $2,500.00 2,500$

Safety railings for fall protection @ deck perimeter 200 lf $6.00 1,200$

-$

MISCELLANEOUS METALS 3,600 9,000$

Misc Metals

-$

Misc allowance / Lintels / Etc. 3,600 sf 2.50 9,000$

ROUGH CARPENTRY 3,600 25,200$

Rough Carpentry (General Trades) Floor & Openings temp walls 3,600 sf 1.00 3,600$

Wall Blocking & Div 8,10,12 Install 3,600 sf 6.00 21,600$

-$

-$

FINISH CARPENTRY / MILLWORK 3,600 20,000$

Interior Finish Carpentry -$

Class room casework allowance 4 ea 5,000.00 20,000$

WATERPROOFING / AVB / INSULATION 3,600 35,500$

Exterior walls / Cavity wall 2" Rigid / AVB 4,250 sf 8.00 34,000$

Damp proof foundation 600 sf 1.00 600$

Insulate floor perm. 600 sf 1.50 900$

-$

WOOD SIDING 3,600 -$

ROOFING 3,600 71,260$

EPDM Roof / 4 ' Insulation / Gyp sheathing 1,800 sf 30.00 54,000$

Parapet wall cap AL 200 sf 15.00 3,000$

Sheet metal flashing 230 lf 12.00 2,760$

Metal roof leaders / scupper 100 lf 25.00 2,500$

Expansion joints 180 lf 50.00 9,000$

-$

-$

-$

-$

SPRAY-APPLIED FIREPROOFING 3,600 8,100$

-$

Spray-Applied Fireproofing 3,600 sf 2.25 8,100$ Columns & Beams

-$

-$

PENETRATION FIRESTOPPING 3,600 3,600$

Penetration Fire stopping 3,600 sf 1.00 3,600$

-$

-$

-$

CAULKING / JOINT SEALANTS 3,600 5,400$

Caulking 3,600 sf 1.50 5,400$

-$

-$

DOORS, FRAMES & HARDWARE 3,600 6,000$

D1 - Flush HM door 4 ea 550.00 2,200$

Single Frames 4 ea 350.00 1,400$

Hardware 4 ea 600.00 2,400$

ENTRANCES / STOREFRONTS 3,600 -$

WINDOWS 3,600 105,060$

AL Windows 1,020 sf 100.00 102,000$

Flashing & Sealing 255 lf 12.00 3,060$

-$

-$

-$

-$

-$

-$

2

Conceptual Estimate

Estimate Detail


UNIT TOTAL




14-Feb-17

GLASS & GLAZING 3,600 2,000$

Door / Borrow Lite 40 sf 50.00 2,000$

-$

DRYWALL 3,600 125,625$

Wall Types -$

Exterior wall assembly LMG, Ins, 5/8 gyp lvl 3 finish, Dens Glass 6,000 sf 18.00 108,000$

Interior walls non rated gyp 1,125 sf 9.00 10,125$

Misc soffits in existing cooridor / MEP 500 sf 10.00 5,000$

Touch Up Allowance @ Reno Area 1 ea 2,500.00 2,500$

-$

TILE & STONE 3,600 -$

ACOUSTICAL CEILINGS 3,600 19,800$

ACT 3,600 sf 5.50 19,800$

-$

WOOD FLOORING 3,600 -$

CARPET & RESILIENT FLOORING 3,600 48,600$

Flooring alowance new 3,600 sf 9.00 32,400$

Vapor Mitigation New SOG 3,600 sf 4.50 16,200$

-$

RESINOUS FLOORING 3,600 -$

PAINTING & WALLCOVERING 3,600 13,800$

Interior walls / frames / ceilings 3,600 sf 3.50 12,600$

Touch Up Allowance @ Reno Area 1 ls 1,200.00 1,200$

-$

MISC. SPECIALTIES 3,600 14,000$

Misc classroom items / brds / screens / etc. 4 ea 3,500.00 14,000$

-$

EQUIPMENT 3,600 -$

FOOD SERVICE EQUIPMENT 3,600 -$

FURNISHINGS 3,600 -$

WINDOW TREATMENT 3,600 5,100$

Window Treatment -$

Manual 1,020 sf 5.00 5,100$

-$

-$

LABORATORY CASEWORK 3,600 -$

SPECIAL CONSTRUCTION 3,600 -$

ELEVATORS 3,600 -$

FIRE PROTECTION 3,600 23,509$

FIRE PROTECTION

Assume existing

Heads

Wet FP Heads 34 hd $85.0 2,914$

Pipe & Fittings

Wet Branch Piping Distribution 343 lf $19.0 6,514$

Wet Main Piping Distribution (2 1/2" Sprinkler Pipe Loop) 100 lf $45.0 4,500$

Conn & Tie to existing 1 ls $3,000.0 3,000$

General

Calculations, Engineering, Drawings 1 md $980.0 980$

State Permits & Fees 1 ls $1,200.0 1,200$

Misc Bracing & Fire Stopping 3,600 ls $1.0 3,600$

Flow Test 1 ls $800.0 800$

-$

PLUMBING 3,600 21,190$

Excludes bathroom modifications

General

Coordination Drawings 3 md 728.00 2,184$

Project Management 1 md 728.00 728$

Coring/Firestopping 0 md 728.00 -$

start up and testing 1 md 728.00 728$

Natural Gas Piping

3

Conceptual Estimate

Estimate Detail


UNIT TOTAL




14-Feb-17

1/2" Natural Gas Piping to new DX units HVAC 200 lf 35.00 7,000$

Connections gas supply 1 ea 300.00 300$

Roof Drainage

Roof drains 2 ea 2,500.00 5,000$

4 "piping 100 lf 50.00 5,000$

Final connections to existing 1 ea 250.00 250$

-$

-$

HVAC 3,600 146,960$

General

General

Independent Testing & Balancing 3,600 sf 0.65 2,340$

Hoisting and Rigging 1 ls $2,000.0 2,000$

Coordination Drawings 1 Md $800.0 800$

Project Management 5 Md $1,100.0 5,500$

Startup, Testing & Commissioning Process 1 Md $1,100.0 1,100$

Fees & Permits

Vibration Isolation & Seismic Restraint 3,600 sf $0.5 1,800$

Radon Venting System allowance NIC

Bonding 1 ls 1,500.00 1,500$

Heat & Cooling Equipment / Systems

DX Unit Roof Top 12 ton $2,000.0 24,000$

VAV 4 ea $1,500.0 6,000$

Final connections

Final Connections 3,600 sf $0.7 2,520$

Sheet Metal

Galvanized Supply, Return & Exhaust Air Sheet Metal 3,600 lbs $11.0 39,600$

Outside Air Duct tie to existing 500 lbs $15.0 7,500$

Furnish Fire/Smoke Dampers 4 ea $550.0 2,200$

Grilles 100 sf $15.0 1,500$

Installation labor on DX 1 ea $1,800.0 1,800$

Insulation

Mechanical Equipment & Fitting Insulation 3,600 sf $11.0 39,600$

Local Controls 3,600 sf $2.0 7,200$

ELECTRICAL 3,600 95,620$

General Electrical RequirementsPermit Fee(s) NIC

Bond & Misc 3,600 sf $0.50 1,800$

Temporary Electrical RequirementsTemporary Light & Power 3,600 sf $1.00 3,600$

Temporary Power to SDC Trailer/Office 1 ls $3,500.00 3,500$

Temporary Fire Alarm 3,600 sf $0.50 1,800$

Power up grade at distribution

Redistribution / replace / TBD for addition allowance 1 ls $5,000.00 5,000$

Feeder - 200 amp 3-ph 208/120 100 lf $250.00 25,000$

Branch Circuit Wiring

GENERAL POWER & LIGHTING BCW

20Amp Commercial Grade Duplex Receptacle 7 ea $180.00 1,296$

20Amp Commercial Grade Combination Duplex/USB Receptacle 4 ea $190.00 684$

120V Power to Fire Smoke Damper 1 ls $1,000.00 1,000$

Equipment 1 ls $1,500.00 1,500$

Lighting Controls

GENERAL SWITCHING

(SP) Switch 4 ea $180.00 720$

OCCUPANCY / PHOTO SENSORS

4

Conceptual Estimate

Estimate Detail


UNIT TOTAL




14-Feb-17

(SP/SP oc) Switch 4 ea $280.00 1,120$

Fire Alarm

FIRE ALARM EQUIPMENT 3,600 sf $3.50 12,600$

Exstend existing system ea $10,000.00 -$

Lighting

Lighting allowance 3,600 sf $10.00 36,000$

-$

TEL-DATA 3,600 10,000$

Tel-Data 4 ea 2,500 10,000$ -$

-$

-$

SECURITY 3,600 -$

SITEWORK 3,600 72,584$

EARTHWORK

Site Prep

Dust control / Street sweeping 4 wks $500.00 2,000$

Site Access / Modify Utilities 1 ls $22,000.00 22,000$

Site fence / ersion control / relocate playground / protect 1 ls $10,000.00 10,000$

General Earthwork

Tree & Stump removal 1 ea $2,500.00 2,500$

Site Cuts to Fills 400 cy $10.00 4,000$

Site Cuts to Dispose Offsite 400 cy $16.00 6,400$

Hand ex ftg's at existing 20 cy $75.00 1,500$

6" Dense Graded Crushed Stone under grass block pavers & cobble gutter cy $32.00 -$

Finegrade Paved Area sy $2.50 -$

Foundation

Prep for SOG & Footings 1,500 sf $3.50 5,250$

Over-Excavate existing Fill & Stockpile on site & protect 22 cy $22.00 489$

Over-Excavate existing Fill & Dispose excess offsite 10 cy $14.00 140$

Backfill basement foundation w/ off site structural material 89 cy $40.00 3,556$

Soil Retention / Shoring System NIC

Mass Rock - Hammer NIC

Rock Removal In Place NIC

Excavate & BF under slab-on-grade interior / untilities 10 cy $75.00 750$

Winter Conditions NIC

Under SOG Venting Radon NIC

Underpinning Concrete NIC

UTILITIES

Storm Drainage 200 lf $50.00 10,000$

4" Perf. Foundation Drain - Includes Pipe

Sewer Drainage NIC

Water Service NIC

Gas Service

Relocation of existing utilities 1 allw $4,000.00 4,000$

Site Electrical NIC

Telecommunications NIC

Excavate & BF under slab-on-grade interior / untilities cy $75.00 -$

PILES 3,600 -$

LANDSCAPE 3,600 28,628$

5

Conceptual Estimate

Estimate Detail


UNIT TOTAL




14-Feb-17

Planter bed restoration around new addition - Soil, Mulch, Annuals, trees 3,000 sf 6.00 18,000$

Hardscape

Site Concrete at new exit

4" Concrete Pavement - Walkways with WWM for Reinforcing 500 sf 6.00 3,000$

ASPHALT PAVING

Asphalt Paving repair

1-1/2" Bit Top Course - Drive 111 sy 15.00 1,667$

1-1/2" Bit Binder Course - Drive 122 sy 14.00 1,711$

Bit Roadway Patching 10 ton 175.00 1,750$

Line Striping - Stalls 1 ls 2,500.00 2,500$

-$

-$

-$

TOTAL DIRECT COSTS 1,424,753$

6

Conceptual Estimate

Estimate Detail

Alternitive 1C- New 3 Lvl Addition

UNIT TOTAL

PRICE COST

PROJECT REQUIREMENTS 5,400 97,500$

-$

General Requirements 5,400 sf 1.00 5,400$

Survey Equipment & Supplies 1 ls 3,500 3,500$

Project Signage 1 ls 1,500 1,500$

Temporary Toilets 7 mon 600 4,200$

Adjacent Building Perimeter Protection 7 mon 500 3,500$

Temporary Fire Protection & Ext. 7 mon 500 3,500$

Safety Compliance Material & Labor 7 mon 1,000 7,000$

Ladders, ramps & Stairs ( Temporary) 1 ls 10,000 10,000$

Temporary Building Enclosures 1 mon 4,000 4,000$

Small Tools and Equipment / Storage 1 ls 4,500 4,500$

Progress Photographs 7 mon 300 2,100$

Rubbish Removal & Dumpster 10 ea 650 6,500$

Interim Clean-up 60 day 680 40,800$

Trash Chutes & Hoppers NIC

Winter Protection NIC

General Weather Protection 1 mon 1,000 1,000$

Snow Removal NIC

-$

-$

-$

DEMOLITION 5,400 28,000$

Removal of MEP work ( Cut & Cap) 50 hrs 160.00 8,000$

Remove interior / exterior 4man crew 6 cd 2,400.00 14,400$

Equipment for demo 5 day 500.00 2,500$

Dumpsters 1 ea 700.00 700$

Temp protection of existing surfaces 500 sf 2.00 1,000$

Salvage & Storage 7 mon 200.00 1,400$

CONCRETE 5,400 84,864$

CONCRETE

Foundation

First Floor Foundation

Floor Repair from plumbing 10 cy 600.00 6,000$

Footings Spread 1x3 22 cy $450.00 10,000$

Foundation walls - high walls ov 4 22 cy $550.00 12,222$

Foundation walls - high walls ov 8' 30 cy $650.00 19,259$

Isolated column footings 4 cy $550.00 2,200$

Piers 4 cy $600.00 2,400$

6" slab on grade 1,800 sf $6.00 10,800$

Water based curing compound 1,800 sf $0.25 450$

Install base plates, anchor bolts 10 ea $200.00 2,000$

Pump, crane and misc. accessories 1 ls $5,000.00 5,000$

Misc. equipment pads 1 ls $2,000.00 2,000$

4" slab on deck 1,782 sf $6.00 10,692$

Water based curing compound B-1 5,400 sf $0.25 1,350$

Vapor barrier under slab / control / exp joint on grade 1,960 sf $0.25 490$

-$

-$

MASONRY 5,400 213,300$

Brick Veneer 5,400 sf 35.00 189,000$

Scaffolding & Planks Exterior 5,400 sf 4.50 24,300$

See AVB / Ins trades -$ Carry in div 7

STRUCTURAL STEEL 5,400 216,768$

Building Steel

Columns W (Assumed, Mixed Based on Location) 21.6 tons $4,000.00 86,400$

Hortizontal 2nd floor 13.5 tons $4,000.00 54,000$

COMMENTS



14-Feb-17

TRADE QTY UNIT

Conceptual Estimate

Estimate Detail


UNIT TOTAL

PRICE COSTCOMMENTS



14-Feb-17

TRADE QTY UNIT

Hortizontal W roof 10.1 tons $4,000.00 40,500$

Misc. Dunnage etc. 1.0 tons $4,000.00 4,000$

Connections, plates, fasteners - 10% of tonnage 2.3 tons $3,000.00 6,784$

Bent Plates / Pour Stops Incl

Metal Deck

1st floor 1,782 sf $3.50 6,237$

1st floor 1,782 sf $4.00 7,128$

Roof Deck 1,782 sf $4.50 8,019$

Other

Crane Mats / Safety Protection / Control & Flag Men 1 ls $2,500.00 2,500$

Safety railings for fall protection @ deck perimeter 200 lf $6.00 1,200$

-$

-$

-$

MISCELLANEOUS METALS 5,400 13,500$

Misc Metals

-$

Misc allowance / Lintels / Etc. 5,400 sf 2.50 13,500$

-$

ROUGH CARPENTRY 5,400 37,800$

Rough Carpentry (General Trades) Floor & Openings temp walls 5,400 sf 1.00 5,400$

Wall Blocking & Div 8,10,12 Install 5,400 sf 6.00 32,400$

-$

-$

-$

-$

FINISH CARPENTRY / MILLWORK 5,400 30,000$

Interior Finish Carpentry -$

Class room casework allowance 6 ea 5,000.00 30,000$

-$

-$

WATERPROOFING / AVB / INSULATION 5,400 49,100$

Exterior walls / Cavity wall 2" Rigid / AVB 5,950 sf 8.00 47,600$

Damp proof foundation 600 sf 1.00 600$

Insulate floor perm. 600 sf 1.50 900$

-$

WOOD SIDING 5,400 -$

ROOFING 5,400 71,260$

-$

EPDM Roof / 4 ' Insulation / Gyp sheathing 1,800 sf 30.00 54,000$

Parapet wall cap AL 200 sf 15.00 3,000$

Sheet metal flashing 230 lf 12.00 2,760$

Metal roof leaders / scupper 100 lf 25.00 2,500$

Expansion joints 180 lf 50.00 9,000$

-$

SPRAY-APPLIED FIREPROOFING 5,400 6,683$

Spray-Applied Fireproofing 2,970 sf 2.25 6,683$ Columns & Beams

-$

-$

PENETRATION FIRESTOPPING 5,400 5,400$

Penetration Fire stopping 5,400 sf 1.00 5,400$

-$

-$

-$

CAULKING / JOINT SEALANTS 5,400 8,100$

Caulking 5,400 sf 1.50 8,100$

-$

-$

-$

DOORS, FRAMES & HARDWARE 5,400 9,000$

D1 - Flush HM door 6 ea 550.00 3,300$

Single Frames 6 ea 350.00 2,100$

Hardware 6 ea 600.00 3,600$

-$

2

Conceptual Estimate

Estimate Detail


UNIT TOTAL

PRICE COSTCOMMENTS



14-Feb-17

TRADE QTY UNIT

ENTRANCES / STOREFRONTS 5,400 -$

WINDOWS 5,400 139,050$

AL Windows 1,350 sf 100.00 135,000$

Flashing & Sealing 338 lf 12.00 4,050$

-$

-$

GLASS & GLAZING 5,400 3,000$

Door / Borrow Lite 60 sf 50.00 3,000$

-$

DRYWALL 5,400 192,750$

Wall Types -$

Exterior wall assembly LMG, Ins, 5/8 gyp lvl 3 finish, Dens Glass 9,000 sf 18.00 162,000$

Interior walls non rated gyp 2,250 sf 9.00 20,250$

Misc soffits in existing cooridor / MEP 800 sf 10.00 8,000$

Touch Up Allowance @ Reno Area 1 ea 2,500.00 2,500$

-$

TILE & STONE 5,400 -$

ACOUSTICAL CEILINGS 5,400 24,300$

ACT 5,400 sf 4.50 24,300$

-$

WOOD FLOORING 5,400 -$

CARPET & RESILIENT FLOORING 5,400 72,900$

Flooring alowance new 5,400 sf 9.00 48,600$

Vapor Mitigation New SOG 5,400 sf 4.50 24,300$

-$

-$

RESINOUS FLOORING 5,400 -$

PAINTING & WALLCOVERING 5,400 20,100$

Interior walls / frames / ceilings 5,400 sf 3.50 18,900$

Touch Up Allowance @ Reno Area 1 ls 1,200.00 1,200$

-$

MISC. SPECIALTIES 5,400 21,000$

Misc classroom items / brds / screens / etc. 6 ea 3,500.00 21,000$

-$

EQUIPMENT 5,400 -$

FOOD SERVICE EQUIPMENT 5,400 -$

FURNISHINGS 5,400 -$

WINDOW TREATMENT 5,400 6,750$

Window Treatment -$

Manual 1,350 sf 5.00 6,750$

-$

-$

-$

-$

-$

LABORATORY CASEWORK 5,400 -$

SPECIAL CONSTRUCTION 5,400 -$

ELEVATORS 5,400 -$

FIRE PROTECTION 5,400 30,023$

FIRE PROTECTION

Heads

Wet FP Heads 51 hd $85.0 4,371$

Pipe & Fittings

Wet Branch Piping Distribution 514 lf $19.0 9,771$

Wet Main Piping Distribution (2 1/2" Sprinkler Pipe Loop) 100 lf $45.0 4,500$

Conn & Tie to existing 1 ls $3,000.0 3,000$

General

Calculations, Engineering, Drawings 1 md $980.0 980$

State Permits & Fees 1 ls $1,200.0 1,200$

Misc Bracing & Fire Stopping 5,400 ls $1.0 5,400$

Flow Test 1 ls $800.0 800$

3

Conceptual Estimate

Estimate Detail


UNIT TOTAL

PRICE COSTCOMMENTS



14-Feb-17

TRADE QTY UNIT

PLUMBING 5,400 21,190$

General

Coordination Drawings 3 md 728.00 2,184$

Project Management 1 md 728.00 728$

Coring/Firestopping 0 md 728.00 -$

start up and testing 1 md 728.00 728$

Excludes bathroom modifications

Natural Gas Piping

1/2" Natural Gas Piping to new DX units HVAC 200 lf 35.00 7,000$

Connections gas supply 1 ea 300.00 300$

Roof Drainage

Roof drains 2 ea 2,500.00 5,000$

4 "piping 100 lf 50.00 5,000$

Final connections to existing 1 ea 250.00 250$

-$

HVAC 5,400 213,190$

General

Independent Testing & Balancing 5,400 sf 0.65 3,510$

Hoisting and Rigging 1 ls $2,000.0 2,000$

Coordination Drawings 1 Md $800.0 800$

Project Management 5 Md $1,100.0 5,500$

Startup, Testing & Commissioning Process 1 Md $1,100.0 1,100$

Fees & Permits

Vibration Isolation & Seismic Restraint 5,400 sf $0.5 2,700$

Radon Venting System allowance NIC

Bonding 1 ls 1,500.00 1,500$

Heat & Cooling Equipment / Systems

DX Unit Roof Top 18 ton $2,000.0 36,000$

VAV 6 ea $1,500.0 9,000$

Final connections

Final Connections 5,400 sf $0.7 3,780$

Sheet Metal

Galvanized Supply, Return & Exhaust Air Sheet Metal 5,400 lbs $11.0 59,400$

Outside Air Duct tie to existing 700 lbs $15.0 10,500$

Furnish Fire/Smoke Dampers 6 ea $550.0 3,300$

Grilles 140 sf $15.0 2,100$

Installation labor on DX 1 ea $1,800.0 1,800$

Insulation

Mechanical Equipment & Fitting Insulation 5,400 sf $11.0 59,400$

Local Controls 5,400 sf $2.0 10,800$

ELECTRICAL 5,400 122,730$

General Electrical RequirementsPermit Fee(s) Bond & Misc 5,400 sf $0.50 2,700$

Temporary Electrical RequirementsTemporary Light & Power 5,400 sf $0.50 2,700$

Temporary Power to SDC Trailer/Office 1 ls $3,500.00 3,500$

Temporary Fire Alarm 5,400 sf $0.50 2,700$

Power up grade at distribution

Redistribution / replace / TBD for addition allowance 1 ls $5,000.00 5,000$

Feeder - 200 amp 3-ph 208/120 100 lf $250.00 25,000$

Branch Circuit Wiring4

Conceptual Estimate

Estimate Detail


UNIT TOTAL

PRICE COSTCOMMENTS



14-Feb-17

TRADE QTY UNIT

GENERAL POWER & LIGHTING BCW

20Amp Commercial Grade Duplex Receptacle 11 ea $180.00 1,944$

20Amp Commercial Grade Combination Duplex/USB Receptacle 5 ea $190.00 1,026$

120V Power to Fire Smoke Damper 1 ls $1,000.00 1,000$

Equipment 1 ls $1,500.00 1,500$

Lighting Controls

GENERAL SWITCHING

(SP) Switch 6 ea $180.00 1,080$

OCCUPANCY / PHOTO SENSORS

(SP/SP oc) Switch 6 ea $280.00 1,680$

Fire Alarm

FIRE ALARM EQUIPMENT 5,400 sf $3.50 18,900$

Exstend existing system ea $10,000.00 -$

Lighting

Lighting allowance 5,400 sf $10.00 54,000$

-$

-$

TEL-DATA 5,400 15,000$

Telecommunications 6 ea 2,500 15,000$

-$

-$

-$

-$

SECURITY 5,400 -$

SITEWORK 5,400 77,784$

EARTHWORK

Site Prep

Dust control / Street sweeping 4 wks $500.00 2,000$

Site Access / Modify Utilities 1 ls $22,000.00 22,000$

Site fence / ersion control / relocate playground / protect 1 ls $10,000.00 10,000$

General Earthwork

Tree & Stump removal 1 ea $2,500.00 2,500$

Site Cuts to Fills 600 cy $10.00 6,000$

Site Cuts to Dispose Offsite 600 cy $16.00 9,600$

Hand ex ftg's at existing 20 cy $75.00 1,500$

6" Dense Graded Crushed Stone under grass block pavers & cobble gutter cy $32.00 -$

Finegrade Paved Area sy $2.50 -$

Foundation

Prep for SOG & Footings 1,500 sf $3.50 5,250$

Over-Excavate existing Fill & Stockpile on site & protect 22 cy $22.00 489$

Over-Excavate existing Fill & Dispose excess offsite 10 cy $14.00 140$

Backfill basement foundation w/ off site structural material 89 cy $40.00 3,556$

Soil Retention / Shoring System NIC

Mass Rock - Hammer NIC

Rock Removal In Place NIC

Excavate & BF under slab-on-grade interior / untilities 10 cy $75.00 750$

Winter Conditions NIC

Under SOG Venting Radon NIC

Underpinning Concrete NIC

UTILITIES

Storm Drainage 200 lf $50.00 10,000$

4" Perf. Foundation Drain - Includes Pipe

Sewer Drainage NIC

5

Conceptual Estimate

Estimate Detail


UNIT TOTAL

PRICE COSTCOMMENTS



14-Feb-17

TRADE QTY UNIT

Water Service NIC

Gas Service

Relocation of existing utilities 1 allw $4,000.00 4,000$

Site Electrical NIC

Telecommunications NIC

-$

PILES 5,400 -$

LANDSCAPE 5,400 28,628$

Planter bed restoration around new addition - Soil, Mulch, Annuals, trees 3,000 sf 6.00 18,000$

Hardscape

Site Concrete at new exit

4" Concrete Pavement - Walkways with WWM for Reinforcing 500 sf 6.00 3,000$

ASPHALT PAVING

Asphalt Paving repair

1-1/2" Bit Top Course - Drive 111 sy 15.00 1,667$

1-1/2" Bit Binder Course - Drive 122 sy 14.00 1,711$

Bit Roadway Patching 10 ton 175.00 1,750$

Line Striping - Stalls 1 ls 2,500.00 2,500$

-$

-$

-$

TOTAL DIRECT COSTS 1,859,669$

6

Activity ID Activity Name OrigDur

RemDur

Start Finish TF

TOWN OF ARLINGTON - HARDY ELEMENTARYTOWN OF ARLINGTON - HARDY ELEMENTARYTOWN OF ARLINGTON - HARDY ELEMENTARYTOWN OF ARLINGTON - HARDY ELEMENTARYTOWN OF ARLINGTON - HARDY ELEMENTARYTOWN OF ARLINGTON - HARDY ELEMENTARYTOWN OF ARLINGTON - HARDY ELEMENTARY

HARDY ELEMENTARY SCHOOL STUDY FOR EXPANSIONHARDY ELEMENTARY SCHOOL STUDY FOR EXPANSIONHARDY ELEMENTARY SCHOOL STUDY FOR EXPANSIONHARDY ELEMENTARY SCHOOL STUDY FOR EXPANSIONHARDY ELEMENTARY SCHOOL STUDY FOR EXPANSIONHARDY ELEMENTARY SCHOOL STUDY FOR EXPANSIONHARDY ELEMENTARY SCHOOL STUDY FOR EXPANSION

A4550 HMFH STUDY FOR EXPANSION DOCUMENT RELEASED 1 1 12-Dec-16 12-Dec-16

A4570 SHAWMUT RESPONSE TO HMFH STUDY 1 1 02-Feb-17 02-Feb-17

A4580 SHAWMUT REVIEW HMFH STUDY WITH PROJECT TEAM 1 1 08-Feb-17 08-Feb-17

PRECONSTRUCTIONPRECONSTRUCTIONPRECONSTRUCTIONPRECONSTRUCTIONPRECONSTRUCTIONPRECONSTRUCTIONPRECONSTRUCTION

HARDY SCHOOL - ARLINGTON - CM RFP DELIVERABLESHARDY SCHOOL - ARLINGTON - CM RFP DELIVERABLESHARDY SCHOOL - ARLINGTON - CM RFP DELIVERABLESHARDY SCHOOL - ARLINGTON - CM RFP DELIVERABLESHARDY SCHOOL - ARLINGTON - CM RFP DELIVERABLESHARDY SCHOOL - ARLINGTON - CM RFP DELIVERABLESHARDY SCHOOL - ARLINGTON - CM RFP DELIVERABLES

A1000 RFP ISSUED - ARLINGTON - CM AT RISK 149A 0 0 19-May-17

A1010 RFP RESPONSE DUE TO ARLINGTON 0 0 05-Jun-17

A1020 SC DEFINES SHORT LIST OF CM FIRMS 0 0 08-Jun-17 08-Jun-17

A1030 SHORT LIST OF CM FIRMS PRESENTS TO THE SBC 0 0 09-Jun-17 09-Jun-17

A1040 SBC APPROVED SELECTION 0 0 09-Jun-17 09-Jun-17

A1050 ANTICIPATED AWARD - CONSTRUCTION MANAGEMENT SERVICES 0 0 16-Jun-17 16-Jun-17

A1060 SECTION OF SHAWMUT FOR CONSTRUCTION MANAGEMENT SERVICES 0 0 16-Jun-17 16-Jun-17

PRECONSTRUCTION PERIOD TEAM MEETINGSPRECONSTRUCTION PERIOD TEAM MEETINGSPRECONSTRUCTION PERIOD TEAM MEETINGSPRECONSTRUCTION PERIOD TEAM MEETINGSPRECONSTRUCTION PERIOD TEAM MEETINGSPRECONSTRUCTION PERIOD TEAM MEETINGSPRECONSTRUCTION PERIOD TEAM MEETINGS

A1070 KICK OFF MEETING FOR PRECONSTRUCTION 0 0 20-Jun-17 20-Jun-17

A1080 PRECONSTRUCTION TEAM MEETINGS (REPORTS TO ON SITE START) 176 176 20-Jun-17 01-Mar-18

A1090 PRECONSTRUCTION TEAM MEETINGS COMPLETE 0 0 01-Mar-18

CM PRECON PROJECT DELIVERABLESCM PRECON PROJECT DELIVERABLESCM PRECON PROJECT DELIVERABLESCM PRECON PROJECT DELIVERABLESCM PRECON PROJECT DELIVERABLESCM PRECON PROJECT DELIVERABLESCM PRECON PROJECT DELIVERABLES

DOCUMENT DEVELOPMENTDOCUMENT DEVELOPMENTDOCUMENT DEVELOPMENTDOCUMENT DEVELOPMENTDOCUMENT DEVELOPMENTDOCUMENT DEVELOPMENTDOCUMENT DEVELOPMENT

SCHEMATIC DOCUMENT DEVELOPMENTSCHEMATIC DOCUMENT DEVELOPMENTSCHEMATIC DOCUMENT DEVELOPMENTSCHEMATIC DOCUMENT DEVELOPMENTSCHEMATIC DOCUMENT DEVELOPMENTSCHEMATIC DOCUMENT DEVELOPMENTSCHEMATIC DOCUMENT DEVELOPMENT

A1100 SCHEMATIC CONSTRUCTION DOCUMENTS COMPLETED 0 0 28-Jun-17 28-Jun-17

A1110 CONTROL BUDGET REVIEW PERIOD FOR SD DOCUMENTS 18 18 29-Jun-17 25-Jul-17

A1160 ARLINGTON TEAM APPROVAL OF CONTROL BUDGET AND E/R PHASING 2 2 26-Jul-17 27-Jul-17

A1170 SET BASELINE FOR CONSTRUCTION SCHEDULE 2 2 01-Aug-17 02-Aug-17

A1180 MILESTONE FOR PHASING PLAN, SCHEDULE, AND CONTROL BUDGET APPROVAL 0 0 02-Aug-17*

DESIGN DEVELOPMENTDESIGN DEVELOPMENTDESIGN DEVELOPMENTDESIGN DEVELOPMENTDESIGN DEVELOPMENTDESIGN DEVELOPMENTDESIGN DEVELOPMENT

A1190 DESIGN DEVELOPMENT DOCUMENTS 30 30 28-Jun-17 09-Aug-17

A2000 DD COST ESTIMATE SET DUE TO COST ESTIMATORS AT SHAWMUT AND THIRD PARTY 0 0 10-Aug-17 10-Aug-17

A2010 DESIGN AND CONSTRUCTABILITY REVIEW (THIRD PARTY) 18 18 10-Aug-17 05-Sep-17

A2020 DESIGN AND CONSTRUCTABILITY REVIEW (SDC) 18 18 10-Aug-17 05-Sep-17

A2030 DESIGN AND CONSTRUCTABILITY REVIEW (CX AGENT) 18 18 10-Aug-17 05-Sep-17

A2040 PROJECT DESIGN SUMMARY/ANALYSIS 18 18 10-Aug-17 05-Sep-17

A2070 SHAWMUT DRAFT VE REVIEW DOCUMENT - COMPLETE 0 0 05-Sep-17

A2050 SHAWMUT COST ESTIMATES DUE TO PROJECT TEAM 0 0 06-Sep-17 06-Sep-17

A2080 REVIEW OF ESTIMATES BY PROJECT TEAM 0 0 06-Sep-17 06-Sep-17

A2090 COST ESTIMATES COMPLETE - RECONCILE- PROJECT TEAM 5 5 06-Sep-17 12-Sep-17

A2100 RECONCILED COST ESTIMATES DUE 2 2 06-Sep-17 07-Sep-17

A2060 THIRD PARTY COST ESTIMATES DUE TO PROJECT TEAM 0 0 06-Sep-17 06-Sep-17

A2110 SCHOOL BUILDING COMMITTEE MEETING TO VOTE ON VE ITEMS - DATE TBD IF REQ'D 0 0 07-Sep-17

A2130 BUILDING COMMITTEE MEETING (REVIEW DD SCOPE, SCHEDULE, AND BUDGET) 1 1 08-Sep-17 08-Sep-17

A2150 DESIGN DEVELOPMENT PERIOD COMPLETE 0 0 08-Sep-17

A4290 ARLINGTON TOWN MEETING - PROJECT FUNDING APPROVAL 0 0 18-Sep-17 18-Sep-17

60% CONSTRUCTION DOCUMENT DEVELOPMENT60% CONSTRUCTION DOCUMENT DEVELOPMENT60% CONSTRUCTION DOCUMENT DEVELOPMENT60% CONSTRUCTION DOCUMENT DEVELOPMENT60% CONSTRUCTION DOCUMENT DEVELOPMENT60% CONSTRUCTION DOCUMENT DEVELOPMENT60% CONSTRUCTION DOCUMENT DEVELOPMENT

A2210 60% CONSTRUCTION DEVELOPMENT DOCUMENTS COMPLETED 40 40 10-Aug-17 05-Oct-17

A2220 CONSTRUCTABILITY UPDATE AND SCHEDULE REVIEW - PROJECT TEAM 15 15 06-Oct-17 26-Oct-17

A2230 SHAWMUT VE DOCUMENT COMPLETE 15 15 06-Oct-17 26-Oct-17

J F M A M J Jul A S Oct N D J F M Apr M J Jul A S Oct N D J F M A M J Jul A S Oct N D J F M A M J Jul A

2017 2018 2019 2020

30-Aug-18, TOWN OF ARLINGTON - HARDY ELEMENTARY

08-Feb-17, HARDY ELEMENTARY SCHOOL STUDY FOR EXPANSION

HMFH STUDY FOR EXPANSION DOCUMENT RELEASED

SHAWMUT RESPONSE TO HMFH STUDY

SHAWMUT REVIEW HMFH STUDY WITH PROJECT TEAM

196 01-Mar-18, PRECONSTRUCTION

18 16-Jun-17, HARDY SCHOOL - ARLINGTON - CM RFP DELIVERABLES

RFP ISSUED - ARLINGTON - CM AT RISK 149A

RFP RESPONSE DUE TO ARLINGTON

SC DEFINES SHORT LIST OF CM FIRMS

SHORT LIST OF CM FIRMS PRESENTS TO THE SBC

SBC APPROVED SELECTION

ANTICIPATED AWARD - CONSTRUCTION MANAGEMENT SERVICES

SECTION OF SHAWMUT FOR CONSTRUCTION MANAGEMENT SERVICES

176 01-Mar-18, PRECONSTRUCTION PERIOD TEAM MEETINGS

KICK OFF MEETING FOR PRECONSTRUCTION

PRECONSTRUCTION TEAM MEETINGS (REPORTS TO ON SITE START)

PRECONSTRUCTION TEAM MEETINGS COMPLETE

115 11-Dec-17, CM PRECON PROJECT DELIVERABLES

115 11-Dec-17, DOCUMENT DEVELOPMENT

25 02-Aug-17, SCHEMATIC DOCUMENT DEVELOPMENT

SCHEMATIC CONSTRUCTION DOCUMENTS COMPLETED

CONTROL BUDGET REVIEW PERIOD FOR SD DOCUMENTS

ARLINGTON TEAM APPROVAL OF CONTROL BUDGET AND E/R PHASING

SET BASELINE FOR CONSTRUCTION SCHEDULE

MILESTONE FOR PHASING PLAN, SCHEDULE, AND CONTROL BUDGET APPROVAL

56 18-Sep-17, DESIGN DEVELOPMENT

DESIGN DEVELOPMENT DOCUMENTS

DD COST ESTIMATE SET DUE TO COST ESTIMATORS AT SHAWMUT AND THIRD PARTY

DESIGN AND CONSTRUCTABILITY REVIEW (THIRD PARTY)

DESIGN AND CONSTRUCTABILITY REVIEW (SDC)

DESIGN AND CONSTRUCTABILITY REVIEW (CX AGENT)

PROJECT DESIGN SUMMARY/ANALYSIS

SHAWMUT DRAFT VE REVIEW DOCUMENT - COMPLETE

SHAWMUT COST ESTIMATES DUE TO PROJECT TEAM

REVIEW OF ESTIMATES BY PROJECT TEAM

COST ESTIMATES COMPLETE - RECONCILE- PROJECT TEAM

RECONCILED COST ESTIMATES DUE

THIRD PARTY COST ESTIMATES DUE TO PROJECT TEAM

SCHOOL BUILDING COMMITTEE MEETING TO VOTE ON VE ITEMS - DATE TBD IF REQ'D

BUILDING COMMITTEE MEETING (REVIEW DD SCOPE, SCHEDULE, AND BUDGET)

DESIGN DEVELOPMENT PERIOD COMPLETE

ARLINGTON TOWN MEETING - PROJECT FUNDING APPROVAL

61 03-Nov-17, 60% CONSTRUCTION DOCUMENT DEVELOPMENT

60% CONSTRUCTION DEVELOPMENT DOCUMENTS COMPLETED

CONSTRUCTABILITY UPDATE AND SCHEDULE REVIEW - PROJECT TEAM

SHAWMUT VE DOCUMENT COMPLETE

© Primavera Systems, Inc.

Proj: 170148-PRE

Print Date: 23-Jan-17

page: 1 of 4

Milestone

Completed

Remaining

Critical Remaining

Summary - Completed

Shawmut Design and Construction

TOWN OF ARLINGTON - HARDY ELEMENTARY


MIT W70 BUILDING

RFP RESPONSE SCHEDULE PRECONSTRUCTION


RemDur

Start Finish TF

A2240 60% COST ESTIMATE (THIRD PARTY) 15 15 06-Oct-17 26-Oct-17

A2250 60% COST ESTIMATE (SHAWMUT) 15 15 06-Oct-17 26-Oct-17

A2260 ESTIMATE AND DOCUMENT RECONCILIATION PERIOD 5 5 30-Oct-17 03-Nov-17


A2320 90% CONSTRUCTION DEVELOPMENT DOCUMENTS COMPLETED 25 25 06-Oct-17 09-Nov-17

A2330 90% REVIEW BY PROJECT TEAM 14 14 13-Nov-17 01-Dec-17


A2340 100% CONSTRUCTION DOCUMENTS RECORD SET/BID SET COMPLETED 20 20 13-Nov-17 11-Dec-17

A2360 TEAM REVIEW OF 100% CONSTRUCTION DOCUMENT RECORD SET 1 1 11-Dec-17 11-Dec-17

GMP DEVELOPMENT AND APPROVALGMP DEVELOPMENT AND APPROVALGMP DEVELOPMENT AND APPROVALGMP DEVELOPMENT AND APPROVALGMP DEVELOPMENT AND APPROVALGMP DEVELOPMENT AND APPROVALGMP DEVELOPMENT AND APPROVAL

EARLY RELEASE GMP #1EARLY RELEASE GMP #1EARLY RELEASE GMP #1EARLY RELEASE GMP #1EARLY RELEASE GMP #1EARLY RELEASE GMP #1EARLY RELEASE GMP #1

A2380 EARLY RELEASE CD SET/60% (GMP #1 SET) COMPLETED - READY FOR BID 0 0 05-Oct-17

A4280 SHAWMUT SCOPE DEVELOPMENT FINALIZED 20 20 06-Oct-17 02-Nov-17

PREQUALIFICATION OF TRADE CONTRACTORSPREQUALIFICATION OF TRADE CONTRACTORSPREQUALIFICATION OF TRADE CONTRACTORSPREQUALIFICATION OF TRADE CONTRACTORSPREQUALIFICATION OF TRADE CONTRACTORSPREQUALIFICATION OF TRADE CONTRACTORSPREQUALIFICATION OF TRADE CONTRACTORS

A2390 TEAM DEVELOP RFQ FOR GMP #1 PREQUAL 28 28 03-Aug-17 12-Sep-17

A2400 SUBMIT ADD TO CENTRAL REGISTER 20 20 13-Sep-17 10-Oct-17

A2410 SPQ's DUE AT TOWN HALL 1 1 11-Oct-17 11-Oct-17

A2420 FINAL LIST OF APPROVED SUBCONTRACTORS COMPLETE 1 1 12-Oct-17 12-Oct-17

GMP #1 TRADES BIDDINGGMP #1 TRADES BIDDINGGMP #1 TRADES BIDDINGGMP #1 TRADES BIDDINGGMP #1 TRADES BIDDINGGMP #1 TRADES BIDDINGGMP #1 TRADES BIDDING

A2430 TRADE CONTRACTORS SUBMIT QUESTIONS 0 0 03-Nov-17 03-Nov-17

A2440 DEADLINE TO ANSWER QUESTIONS 0 0 20-Nov-17 20-Nov-17

A2450 FILED SUB TRADE BID DUE AT TOWN HALL 0 0 12-Dec-17 12-Dec-17

GMP #1 NON TRADES BIDDINGGMP #1 NON TRADES BIDDINGGMP #1 NON TRADES BIDDINGGMP #1 NON TRADES BIDDINGGMP #1 NON TRADES BIDDINGGMP #1 NON TRADES BIDDINGGMP #1 NON TRADES BIDDING

A2460 NON TRADE INVITATION TO BID 0 0 03-Nov-17 03-Nov-17

A2470 NON TRADE BIDS DUE TO SHAWMUT 0 0 05-Dec-17 05-Dec-17

GMP #1 DEVELOPMENT & APPROVALGMP #1 DEVELOPMENT & APPROVALGMP #1 DEVELOPMENT & APPROVALGMP #1 DEVELOPMENT & APPROVALGMP #1 DEVELOPMENT & APPROVALGMP #1 DEVELOPMENT & APPROVALGMP #1 DEVELOPMENT & APPROVAL

A2480 DESCOPE NON TRADE BIDS & COMPILE GMP #1 10 10 12-Dec-17 26-Dec-17

A2490 APPROVALS COMPLETE ARLINGTON TEAM GMP #1 0 0 26-Dec-17

BID 100% CONSTRUCTION DOCUMENT SET GMP #2BID 100% CONSTRUCTION DOCUMENT SET GMP #2BID 100% CONSTRUCTION DOCUMENT SET GMP #2BID 100% CONSTRUCTION DOCUMENT SET GMP #2BID 100% CONSTRUCTION DOCUMENT SET GMP #2BID 100% CONSTRUCTION DOCUMENT SET GMP #2BID 100% CONSTRUCTION DOCUMENT SET GMP #2

A2500 100% CD SET COMPLETED - READY FOR BID 0 0 11-Dec-17

PRE-QUALIFICATION PROCESSPRE-QUALIFICATION PROCESSPRE-QUALIFICATION PROCESSPRE-QUALIFICATION PROCESSPRE-QUALIFICATION PROCESSPRE-QUALIFICATION PROCESSPRE-QUALIFICATION PROCESS

A2510 TEAM DEVELOP TRADE BID RFQ WITH SHAWMUT 0 0 12-Oct-17 12-Oct-17

A2520 ADVERTISE FOR PRE-QUALIFICATION FOR TRADE BIDS 0 0 12-Oct-17 12-Oct-17

A2530 ADD APPEARS 20 20 12-Oct-17 08-Nov-17

A2540 RFQ DUE 1 1 09-Nov-17 09-Nov-17

A2550 PROJECT TEAM REVIEW AND QUALIFY TRADE BIDDERS 10 10 20-Nov-17 04-Dec-17

A2560 NOTIFY QUALIFIED TRADE BIDDERS 1 1 05-Dec-17 05-Dec-17

TRADE BIDDERSTRADE BIDDERSTRADE BIDDERSTRADE BIDDERSTRADE BIDDERSTRADE BIDDERSTRADE BIDDERS

A2570 ISSUE BID DOCS TO PRINT HOUSE/BID DOCS ON LINE 0 0 11-Dec-17

A2580 LAST DAY TO ISSUE RIDER B WITH CHANGES 0 0 11-Dec-17

A2590 LAST DAY FOR POTENTIAL ADDENDUM 0 0 11-Dec-17

A2600 BID PROJECT WITH QUALIFIED TRADE BIDDERS 0 0 13-Dec-17 13-Dec-17

A2610 FILED SUBCONTRACTOR WALK THROUGH 0 0 13-Dec-17 13-Dec-17

A2620 FILED SUBCONTRACTORS QUESTIONS DEADLINE 1 1 20-Dec-17 20-Dec-17

A2630 DEADLINE TO ANSWER FILED SUBCONTRACTORS QUESTIONS 1 1 29-Dec-17 29-Dec-17

A2640 BID OPENING FOR TRADE BIDS 0 0 15-Jan-18

A2650 EVALUATE TRADE BID SUBMISSIONS 2 2 16-Jan-18 17-Jan-18

NON-TRADE BIDDERSNON-TRADE BIDDERSNON-TRADE BIDDERSNON-TRADE BIDDERSNON-TRADE BIDDERSNON-TRADE BIDDERSNON-TRADE BIDDERS

A2660 NON TRADE INVITATION TO BID 0 0 12-Dec-17 12-Dec-17


2017 2018 2019 2020

60% COST ESTIMATE (THIRD PARTY)

60% COST ESTIMATE (SHAWMUT)

ESTIMATE AND DOCUMENT RECONCILIATION PERIOD

39 01-Dec-17, 90% CONSTRUCTION DOCUMENT DEVELOPMENT

90% CONSTRUCTION DEVELOPMENT DOCUMENTS COMPLETED

90% REVIEW BY PROJECT TEAM

20 11-Dec-17, 100% CONSTRUCTION DOCUMENT DEVELOPMENT

100% CONSTRUCTION DOCUMENTS RECORD SET/BID SET COMPLETED

TEAM REVIEW OF 100% CONSTRUCTION DOCUMENT RECORD SET

120 24-Jan-18, GMP DEVELOPMENT AND APPROVAL

100 26-Dec-17, EARLY RELEASE GMP #1

EARLY RELEASE CD SET/60% (GMP #1 SET) COMPLETED - READY FOR BID

SHAWMUT SCOPE DEVELOPMENT FINALIZED

50 12-Oct-17, PREQUALIFICATION OF TRADE CONTRACTORS

TEAM DEVELOP RFQ FOR GMP #1 PREQUAL

SUBMIT ADD TO CENTRAL REGISTER

SPQ's DUE AT TOWN HALL

FINAL LIST OF APPROVED SUBCONTRACTORS COMPLETE

25 12-Dec-17, GMP #1 TRADES BIDDING

TRADE CONTRACTORS SUBMIT QUESTIONS

DEADLINE TO ANSWER QUESTIONS

FILED SUB TRADE BID DUE AT TOWN HALL

20 05-Dec-17, GMP #1 NON TRADES BIDDING

NON TRADE INVITATION TO BID

NON TRADE BIDS DUE TO SHAWMUT

10 26-Dec-17, GMP #1 DEVELOPMENT & APPROVAL

DESCOPE NON TRADE BIDS & COMPILE GMP #1

APPROVALS COMPLETE ARLINGTON TEAM GMP #1

71 24-Jan-18, BID 100% CONSTRUCTION DOCUMENT SET GMP #2

100% CD SET COMPLETED - READY FOR BID

37 05-Dec-17, PRE-QUALIFICATION PROCESS

TEAM DEVELOP TRADE BID RFQ WITH SHAWMUT

ADVERTISE FOR PRE-QUALIFICATION FOR TRADE BIDS

ADD APPEARS

RFQ DUE

PROJECT TEAM REVIEW AND QUALIFY TRADE BIDDERS

NOTIFY QUALIFIED TRADE BIDDERS

25 17-Jan-18, TRADE BIDDERS

ISSUE BID DOCS TO PRINT HOUSE/BID DOCS ON LINE

LAST DAY TO ISSUE RIDER B WITH CHANGES

LAST DAY FOR POTENTIAL ADDENDUM

BID PROJECT WITH QUALIFIED TRADE BIDDERS

FILED SUBCONTRACTOR WALK THROUGH

FILED SUBCONTRACTORS QUESTIONS DEADLINE

DEADLINE TO ANSWER FILED SUBCONTRACTORS QUESTIONS

BID OPENING FOR TRADE BIDS

EVALUATE TRADE BID SUBMISSIONS

25 18-Jan-18, NON-TRADE BIDDERS

NON TRADE INVITATION TO BID


Proj: 170148-PRE


page: 2 of 4

Milestone

Completed

Remaining

Critical Remaining

Summary - Completed




MIT W70 BUILDING



RemDur

Start Finish TF

A2670 NON TRADE BID DUE 0 0 18-Jan-18 18-Jan-18

GMP #2 DEVELOPMENT AND APPROVALGMP #2 DEVELOPMENT AND APPROVALGMP #2 DEVELOPMENT AND APPROVALGMP #2 DEVELOPMENT AND APPROVALGMP #2 DEVELOPMENT AND APPROVALGMP #2 DEVELOPMENT AND APPROVALGMP #2 DEVELOPMENT AND APPROVAL

A2680 DESCOPE BIDS AND COMPILE DRAFT GMP #2 2 2 18-Jan-18 19-Jan-18

A2690 DRAFT GMP REVIEW BY PROJECT TEAM 2 2 18-Jan-18 19-Jan-18

A2700 ASSEMBLE FINAL GMP #2 0 0 23-Jan-18 23-Jan-18

A2710 FINAL EXECUTION GMP #2 0 0 24-Jan-18

PERMITTING PHASEPERMITTING PHASEPERMITTING PHASEPERMITTING PHASEPERMITTING PHASEPERMITTING PHASEPERMITTING PHASE

PERMITTING ARLINGTONPERMITTING ARLINGTONPERMITTING ARLINGTONPERMITTING ARLINGTONPERMITTING ARLINGTONPERMITTING ARLINGTONPERMITTING ARLINGTON

DEPARTMENT REVIEW AND APPROVALDEPARTMENT REVIEW AND APPROVALDEPARTMENT REVIEW AND APPROVALDEPARTMENT REVIEW AND APPROVALDEPARTMENT REVIEW AND APPROVALDEPARTMENT REVIEW AND APPROVALDEPARTMENT REVIEW AND APPROVAL

A2720 DPW FINAL REVIEW AND APPROVAL 4 4 03-Jan-18 08-Jan-18

A2730 HEALTH DEPARTMENT FINAL REVIEW AND APPROVAL 4 4 09-Jan-18 12-Jan-18

A2740 FIRE DEPARTMENT FINAL REVIEW AND APPROVAL 4 4 15-Jan-18 18-Jan-18

A2750 CONSERVATION FINAL REVIEW AND APPROVAL 3 3 19-Jan-18 23-Jan-18

BUILDING DEPARTMENTBUILDING DEPARTMENTBUILDING DEPARTMENTBUILDING DEPARTMENTBUILDING DEPARTMENTBUILDING DEPARTMENTBUILDING DEPARTMENT

A2810 PERMIT DOCUMENTS COMPLETED (100% CONSTRUCTION DOCUMENTS) 0 0 23-Jan-18

A2820 PREPARE APPLICATION 0 0 23-Jan-18

A2830 SUBMIT APPLICATION TO ISD 0 0 23-Jan-18

A2840 ARLINGTON AHJ PERMIT APPLICATION REVIEW 25 25 24-Jan-18 28-Feb-18

A2850 ARLINGTON AHJ PERMIT APPLICATION APPROVAL LETTER RECEIVED 0 0 28-Feb-18

A2860 PERMITTING COMPLETE 0 0 01-Mar-18

A2870 BUILDING AND PLANNING BOARD PERMITS COMPLETE 0 0 01-Mar-18

BUILDING CONSTRUCTION CONTRACT AND PROCUREMENT PERIODBUILDING CONSTRUCTION CONTRACT AND PROCUREMENT PERIODBUILDING CONSTRUCTION CONTRACT AND PROCUREMENT PERIODBUILDING CONSTRUCTION CONTRACT AND PROCUREMENT PERIODBUILDING CONSTRUCTION CONTRACT AND PROCUREMENT PERIODBUILDING CONSTRUCTION CONTRACT AND PROCUREMENT PERIODBUILDING CONSTRUCTION CONTRACT AND PROCUREMENT PERIOD

SUBCONTRACTOR LOI AND CONTRACT RELEASE PERIODSUBCONTRACTOR LOI AND CONTRACT RELEASE PERIODSUBCONTRACTOR LOI AND CONTRACT RELEASE PERIODSUBCONTRACTOR LOI AND CONTRACT RELEASE PERIODSUBCONTRACTOR LOI AND CONTRACT RELEASE PERIODSUBCONTRACTOR LOI AND CONTRACT RELEASE PERIODSUBCONTRACTOR LOI AND CONTRACT RELEASE PERIOD

A2880 RELEASE PHASE I GMP #1 EARLY RELEASE 5 5 27-Dec-17 03-Jan-18

A4300 RELEASE PHASE II GMP #2 REMAINING SCOPE 10 10 25-Jan-18 07-Feb-18

SUBMITTAL, APPROVALS, PRODUCT PROCUREMENTSUBMITTAL, APPROVALS, PRODUCT PROCUREMENTSUBMITTAL, APPROVALS, PRODUCT PROCUREMENTSUBMITTAL, APPROVALS, PRODUCT PROCUREMENTSUBMITTAL, APPROVALS, PRODUCT PROCUREMENTSUBMITTAL, APPROVALS, PRODUCT PROCUREMENTSUBMITTAL, APPROVALS, PRODUCT PROCUREMENT

CRITICAL RELEASE GMP #1 PROCUREMENTCRITICAL RELEASE GMP #1 PROCUREMENTCRITICAL RELEASE GMP #1 PROCUREMENTCRITICAL RELEASE GMP #1 PROCUREMENTCRITICAL RELEASE GMP #1 PROCUREMENTCRITICAL RELEASE GMP #1 PROCUREMENTCRITICAL RELEASE GMP #1 PROCUREMENT

A2900 DEMOLITION 20 20 04-Jan-18 31-Jan-18

A3000 ROOFING 40 40 04-Jan-18 01-Mar-18

A2920 MAKE-SAFE 20 20 04-Jan-18 31-Jan-18

A2930 TEMPORARY POWER/LIGHTING 20 20 04-Jan-18 31-Jan-18

A2940 TEMPORARY PROTECTION 20 20 04-Jan-18 31-Jan-18

A2950 FENCING AND JOB SITE SET UP 15 15 04-Jan-18 24-Jan-18

A2960 STRUCTURAL STEEL 60 60 04-Jan-18 29-Mar-18

A2970 STRUCTURAL DETAILS/MISC METAL 60 60 04-Jan-18 29-Mar-18

A4220 CONCRETE 50 50 04-Jan-18 15-Mar-18

A2980 MASONRY 50 50 05-Jan-18 16-Mar-18

A3060 WINDOWS 80 80 05-Jan-18 30-Apr-18

STANDARD RELEASE PHASE II GMP #2 PROCUREMENTSTANDARD RELEASE PHASE II GMP #2 PROCUREMENTSTANDARD RELEASE PHASE II GMP #2 PROCUREMENTSTANDARD RELEASE PHASE II GMP #2 PROCUREMENTSTANDARD RELEASE PHASE II GMP #2 PROCUREMENTSTANDARD RELEASE PHASE II GMP #2 PROCUREMENTSTANDARD RELEASE PHASE II GMP #2 PROCUREMENT

A4230 MEP EQUIPMENT 75 75 07-Feb-18 24-May-18

A2990 MILLWORK 80 80 08-Feb-18 04-Jun-18

A3010 DRYWALL/FRAMING 40 40 08-Feb-18 05-Apr-18

A3020 ACOUSTICAL CEILINGS 60 60 08-Feb-18 04-May-18

A3030 FLOORING 60 60 08-Feb-18 04-May-18

A3040 PAINT AND WALL COVERING 70 70 08-Feb-18 18-May-18

A4240 MEP COORDINATION 40 40 08-Feb-18 05-Apr-18

A3070 TELE-DATA INFRASTRUCTURE (MDF AND IDF EQUIPMENT) 80 80 22-Feb-18 15-Jun-18


2017 2018 2019 2020

NON TRADE BID DUE

5 24-Jan-18, GMP #2 DEVELOPMENT AND APPROVAL

DESCOPE BIDS AND COMPILE DRAFT GMP #2

DRAFT GMP REVIEW BY PROJECT TEAM

ASSEMBLE FINAL GMP #2

FINAL EXECUTION GMP #2

41 01-Mar-18, PERMITTING PHASE

41 01-Mar-18, PERMITTING ARLINGTON

15 23-Jan-18, DEPARTMENT REVIEW AND APPROVAL

DPW FINAL REVIEW AND APPROVAL

HEALTH DEPARTMENT FINAL REVIEW AND APPROVAL

FIRE DEPARTMENT FINAL REVIEW AND APPROVAL

CONSERVATION FINAL REVIEW AND APPROVAL

26 01-Mar-18, BUILDING DEPARTMENT

PERMIT DOCUMENTS COMPLETED (100% CONSTRUCTION DOCUMENTS)

PREPARE APPLICATION

SUBMIT APPLICATION TO ISD

ARLINGTON AHJ PERMIT APPLICATION REVIEW

ARLINGTON AHJ PERMIT APPLICATION APPROVAL LETTER RECEIVED

PERMITTING COMPLETE

BUILDING AND PLANNING BOARD PERMITS COMPLETE

119 15-Jun-18, BUILDING CONSTRUCTION CONTRACT AND PROCUREMENT PERIOD

30 07-Feb-18, SUBCONTRACTOR LOI AND CONTRACT RELEASE PERIOD

RELEASE PHASE I GMP #1 EARLY RELEASE

RELEASE PHASE II GMP #2 REMAINING SCOPE

114 15-Jun-18, SUBMITTAL, APPROVALS, PRODUCT PROCUREMENT

81 30-Apr-18, CRITICAL RELEASE GMP #1 PROCUREMENT

DEMOLITION

ROOFING

MAKE-SAFE

TEMPORARY POWER/LIGHTING

TEMPORARY PROTECTION

FENCING AND JOB SITE SET UP

STRUCTURAL STEEL

STRUCTURAL DETAILS/MISC METAL

CONCRETE

MASONRY

WINDOWS

90 15-Jun-18, STANDARD RELEASE PHASE II GMP #2 PROCUREMENT

MEP EQUIPMENT

MILLWORK

DRYWALL/FRAMING

ACOUSTICAL CEILINGS

FLOORING

PAINT AND WALL COVERING

MEP COORDINATION

TELE-DATA INFRASTRUCTURE (MDF AND IDF EQUIPMENT)


Proj: 170148-PRE


page: 3 of 4

Milestone

Completed

Remaining

Critical Remaining

Summary - Completed




MIT W70 BUILDING



RemDur

Start Finish TF

A3080 AV PROGRAM 80 80 22-Feb-18 15-Jun-18

A3090 FURNITURE AND SPECIALTIES 80 80 22-Feb-18 15-Jun-18

A4250 MEP ROUGH 40 40 29-Mar-18 24-May-18

ON SITE CONSTRUCTIONON SITE CONSTRUCTIONON SITE CONSTRUCTIONON SITE CONSTRUCTIONON SITE CONSTRUCTIONON SITE CONSTRUCTIONON SITE CONSTRUCTION

A4560 ON SITE START - MOBILIZE 1 1 02-Mar-18 02-Mar-18

A4590 EXCAVATION AND UTILITIES 20 20 02-Mar-18 29-Mar-18

A4600 FOUNDATION 15 15 16-Mar-18 05-Apr-18

A4610 STRUCTURAL STEEL AND FLAT WORK 15 15 03-Apr-18 24-Apr-18

A4620 EXTERIOR FACADE ROUGH 25 25 20-Apr-18 24-May-18

A4630 EXTERIOR FACADE FINISH 40 40 04-May-18 29-Jun-18

A4640 INTERIOR ROUGH 35 35 25-May-18 16-Jul-18

A4650 INTERIOR FINISH 45 45 18-Jun-18 20-Aug-18

A4660 PUNCHLIST/COMMISSIONING 20 20 24-Jul-18 20-Aug-18

A4670 FINAL CLOSE OUT 18 18 07-Aug-18 30-Aug-18*


2017 2018 2019 2020

AV PROGRAM

FURNITURE AND SPECIALTIES

MEP ROUGH

127 30-Aug-18, ON SITE CONSTRUCTION

ON SITE START - MOBILIZE

EXCAVATION AND UTILITIES

FOUNDATION

STRUCTURAL STEEL AND FLAT WORK

EXTERIOR FACADE ROUGH

EXTERIOR FACADE FINISH

INTERIOR ROUGH

INTERIOR FINISH

PUNCHLIST/COMMISSIONING

FINAL CLOSE OUT


Proj: 170148-PRE


page: 4 of 4

Milestone

Completed

Remaining

Critical Remaining

Summary - Completed




MIT W70 BUILDING


Updated July 2016 Municipalities & Other Public Agencies Form Page 1

Commonwealth of Massachusetts Standard Designer Application Form for Municipalities and Public Agencies not within DSB Jurisdiction (Updated July 2016)

1. Project Name/Location For Which Firm Is Filing: 2. Project #

This space for use by Awarding Authority only.

3a. Firm (Or Joint-Venture) - Name and Address Of Primary Office To Perform The Work: 3. Name Of Proposed Project Manager: For Study: (if applicable)

For Design: (if applicable)

3b.

Date Present and Predecessor Firms Were Established:

3f. Name and Address Of Other Participating Offices Of The Prime Applicant, If Different From Item 3a Above:

3c.

Federal ID #:

3g. Name and Address Of Parent Company, If Any:

3d. Name and Title Of Principal-In-Charge Of The Project (MA Registration Required):

3. Check Below If Your Firm Is Either: (1) SDO Certified Minority Business Enterprise (MBE)

Email Address: (2) SDO Certified Woman Business Enterprise (WBE)

Telephone No: Fax No.:

(3) SDO Certified Minority Woman Business Enterprise (M/WBE) (4) SDO Certified Service Disabled Veteran Owned Business Enterprise (SDVOBE) (5) SDO Certified Veteran Owned Business Enterprise (VBE)

4. Personnel From Prime Firm Included In Question #3a Above By Discipline (List Each Person Only Once, By Primary Function -- Average Number Employed Throughout The Preceding 6 Month Period. Indicate Both The Total Number In Each Discipline And, Within Brackets, The Total Number Holding Massachusetts Registrations):

Admin. Personnel ( ) Ecologists ( ) Licensed Site Profs. ( ) Other ( )

Architects ( ) Electrical Engrs. ( ) Mechanical Engrs. ( ) ( ) Acoustical Engrs. ( ) Environmental

( ) Planners: Urban./Reg. ( ) ( ) Civil Engrs. ( ) Fire Protection

( ) Specification Writers ( ) ( )

Code Specialists ( ) Geotech. Engrs. ( ) Structural Engrs. ( ) ( ) Construction Inspectors ( ) Industrial

( ) Surveyors ( ) ( )

Cost Estimators ( ) Interior Designers ( ) ( ) ( ) Drafters ( ) Landscape

( ) ( ) Total

( )

5. Has this Joint-Venture previously worked together? Yes No


6. List ONLY Those Prime And Sub-Consultant Personnel Specifically Requested In The Advertisement. This Information Should Be Presented Below In The Form Of An Organizational Chart. Include Name Of Firm And Name Of The One Person In Charge Of The Discipline, With Mass. Registration Number, As Well As MBE/WBE Status, If Applicable:

CITY / TOWN / AGENCY

Prime Consultant Principal-In-Charge

Discipline (from advertisement)

Name Of Firm

Person In Charge Of Discipline Mass. Registr. #

MBE/WBE Certified (If Applicable)


Name Of Firm




Name Of Firm




Name Of Firm



Project Manager for Study

Project Manager for Design


7. Brief Resume of ONLY those Prime Applicant and Sub-Consultant personnel requested in the Advertisement. Include Resumes of Project Managers. Resumes should be consistent with the persons listed on the Organizational Chart in Question # 6. Additional sheets should be provided only as required for the number of Key Personnel requested in the Advertisement and they must be in the format provided. By including a Firm as a Sub-Consultant, the Prime Applicant certifies that the listed Firm has agreed to work on this Project, should the team be selected.

a. Name and Title Within Firm: a. Name and Title Within Firm: b. Project Assignment: b. Project Assignment:

c. Name and Address Of Office In Which Individual Identified In 7a Resides: c. Name and Address Of Office In Which Individual Identified In 7a Resides: MBE MBE WBE

WBE SDVOBE SDVOBE VBE VBE

d. Years Experience: With This Firm: With Other Firms: d. Years Experience: With This Firm: With Other Firms: e. Education: Degree(s) /Year/Specialization e. Education: Degree(s) /Year/Specialization

f. Active Registration: Year First Registered/Discipline/Mass Registration Number f. Active Registration: Year First Registered/Discipline/Mass Registration Number

g. Current Work Assignments and Availability For This Project:

g. Current Work Assignments and Availability For This Project:

h. Other Experience and Qualifications Relevant To The Proposed Project: (Identify Firm By Which Employed, If Not Current Firm):

h. Other Experience and Qualifications Relevant To The Proposed Project: (Identify Firm By Which Employed, If Not Current Firm):


8a. Current and Relevant Work By Prime Applicant Or Joint-Venture Members. Include ONLY Work Which Best Illustrates Current Qualifications In The Areas Listed In The Advertisement (List Up To But Not More Than 5 Projects).

a. Project Name And Location Principal-In-Charge

b. Brief Description Of Project And Services (Include Reference To Relevant Experience)

C. Client’s Name, Address And Phone Number (Include Name Of Contact Person)

d. Completion Date (Actual Or Estimated)

e. Project Cost (In Thousands) Construction Costs (Actual, Or Estimated If Not Completed)

Fee for Work for Which Firm Was Responsible

(1)

(2)

(3)

(4)

(5)


8b. List Current and Relevant Work By Sub-Consultants Which Best Illustrates Current Qualifications In The Areas Listed In The Advertisement (Up To But Not More Than 5 Projects For Each Sub-Consultant). Use Additional Sheets Only As Required For The Number Of Sub-Consultants Requested In The Advertisement.

Sub-Consultant Name: a. Project Name and Location

Principal-In-Charge b. Brief Description Of Project and

Services (Include Reference To Relevant Experience

c. Client’s Name, Address And Phone Number. Include Name Of Contact Person

d. Completion Date (Actual Or Estimated)

e. Project Cost (In Thousands) Construction Costs (Actual, Or Estimated If Not Completed)

Fee For Work For Which Firm Was/Is Responsible

(1)

(2)

(3)

(4)

(5)


9. List All Projects Within The Past 5 Years For Which Prime Applicant Has Performed, Or Has Entered Into A Contract To Perform, Any Design Services For All Public Agencies Within The Commonwealth.

# of Total Projects:

# of Active Projects: Total Construction Cost (In Thousands)

of Active Projects (excluding studies):

Role P, C, JV

*

Phases St., Sch., D.D., C.D.,A.C.*

Project Name, Location and Principal-In-Charge Awarding Authority (Include Contact Name and Phone Number)

Construction Costs (In Thousands) (Actual, Or Estimated If Not

Completion Date (Actual or Estimated) (R)Renovation or (N)New

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

* P = Principal; C = Consultant; JV = Joint Venture; St. = Study; Sch. = Schematic; D.D. = Design Development; C.D. = Construction Documents; A.C. = Administration of Contract


10. Use This Space To Provide Any Additional Information Or Description Of Resources Supporting The Qualifications Of Your Firm And That Of Your Sub-Consultants For The Proposed Project. If Needed, Up To Three, Double-Sided 8 ½” X 11” Supplementary Sheets Will Be Accepted. APPLICANTS ARE ENCOURAGED TO RESPOND SPECIFICALLY IN THIS SECTION TO THE AREAS OF EXPERIENCE REQUESTED IN THE ADVERTISEMENT.

Be Specific – No Boiler Plate

11. Professional Liability Insurance: Name of Company Aggregate Amount Policy Number Expiration Date

12. Have monies been paid by you, or on your behalf, as a result of Professional Liability Claims (in any jurisdiction) occurring within the last 5 years and in excess of $50,000 per incident? Answer YES or NO. If YES, please include the name(s) of the Project(s) and Client(s), and an explanation (attach separate sheet if necessary).

13. Name Of Sole Proprietor Or Names Of All Firm Partners and Officers:

Name Title MA Reg # Status/Discipline Name Title MA Reg # Status/Discipline a. d. b. e. c. f.

14.

If Corporation, Provide Names Of All Members Of The Board Of Directors: Name Title MA Reg # Status/Discipline Name Title MA Reg # Status/Discipline a. d. b. e. c. f.

15. Names Of All Owners (Stocks Or Other Ownership): Name And Title % Ownership MA. Reg.# Status/Discipline Name And Title % Ownership MA. Reg.# Status/Discipline

a. d. b. e. c. f.

16.

I hereby certify that the undersigned is an Authorized Signatory of Firm and is a Principal or Officer of Firm. I further certify that this firm is a “Designer”, as that term is defined in Chapter 7C, Section 44 of the General Laws, or that the services required are limited to construction management or the preparation of master plans, studies, surveys, soil tests, cost estimates or programs. The information contained in this application is true, accurate and sworn to by the undersigned under the pains and penalties of perjury.

Submitted by (Signature)

__________________________________________________

Printed Name and Title _______________________________

Date ____________

CERTIFICATE OF NON-COLLUSION The undersigned certifies under penalties of perjury that this bid or proposal has been made and submitted in good faith and without collusion or fraud with any other person. As used in this certification, the word “person” shall mean any natural person, business, partnership, corporation, union, committee, club or other organization, entity, or group of individuals. _________________________________________________ (Signature of individual submitting bid or proposal) _________________________________________________ (Name of individual submitting bid or proposal) ___________________________________________________________ Name of Business _____________________________________ Date Pursuant to M.G.L. Chapter 62C, Section 49A, I certify under the penalties of perjury that I have complied with all laws of the commonwealth relating to taxes, reporting of employees and contractors, and withholding and remitting child support. ________________________ _______________________________ Social Security Number or Signature of Individual or Responsible Federal Identification Number Corporate Officer and Title

NON-COLLUSION FORMS

MUST BE SIGNED AND SUBMITTED WITH BID